NCG550028_Regional Office Historical File 1993 to 2017

FACILITY I) R , s l—G T--- c0 N M Q-Q—tA L
COUNTY CLASS
MAILING ADDRESS
RESPONSIBLE
OFFICIAL
TELEPHONE NO.
WHERE LOCATED
FACILITY OPERATOR
REPRESENTATIVE
CERT. NUMBER
CLASS
NPDES PERMIT NUMBER NC OTHER PERMIT NO.
STATE FEDERAL DATE ISSUED
DATE ISSUED
EXPIRATION DATE
STREAM: NAME
CLASS
7Q10
SUB —BASIN

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type
Inspector Fac Type
1 IN I 2 15 I 3 I NCG550028 I11 121 17/06/15 I17
18 L � j
19 L S j 201 I
21II1III IIIIIII11IIIIIIIII1IIIIII
IIIIIIIIIII
f6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA
---
Reserved--------
67 I I 70 u 71 Ij 72 LJ L �, �
73 LJJ74 75I III I I I8O
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
02:OOPM 17/06/15
13/08/01
NC Highway 280 @ Sweetwater Road
NC Hwy 280 Sweetwater Rd
Exit Time/Date
Permit Expiration Date
Mills River NC 28759
02:30PM 17/06/15
18/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Sheldon Marne,704 Oakland St Hendersonville NC 287913648//828-696-0800/
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Timothy H Heim ARO WQ//828-296-4665/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete:
Page#

NPDES yr/mo/day Inspection Type
31 NCG550028 I11 12 17/06/15 17 18 i „ i
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Tim Heim of the Asheville Regional Office conducted a site visit on June 15, 2017. At the time of the
inspection, the facility had not been constructed.
Page#

NCG550028
06/15/2017
Owner - Facility: NC Highway 280 @ Sweetwater Road
Inspection Type: Compliance Evaluation
Yes No NA NE
Page#

Frazier, Wanda
From: Frazier, Wanda
Sent: Wednesday, August 28, 2013 10:59 AM
To: Frazier, Wanda
Subject: NCG550028 Marne Sheldon SFR @ NC Hwy 280 & Sweetwater Rd - Hend Co.
Attachments: NCG550000 - 2013 permit renewal.pdf
Importance: Low
From: Weaver, Charles
Sent: Wednesday, August 28, 2013 10:41 AM
To: yourfootC-abellsouth.net (Marne Sheldon)
Subject: renewal of NCG550028 / NC Hwy 280 at Sweetwater Rd
The Division has renewed NPDES General Permit NCG550000.
Wastewater discharges allowed by this permit include your Certificate of Coverage (CoC) NCG550028, for the property
at NC Hwy 280 @ Sweetwater Rd in Henderson County.
Issuance of this permit renews your CoC through 2018, as long as the annual fee ($60/year) is paid each year.
Please replace any earlier copies of NCG550000 in your possession with the attached permit.
If you have any questions about this matter, simply reply to this message.
Charles H. Weaver
NPDES Unit
1

FV
Pat McCrory
Governor
NCDENR
North Carolina Department of Environment and Natura
Dr. Sheldon Marne
704 Oakland Street
Hendersonville, NC 28791
Dear Dr. Marne:
April 23, 2014
I
x 4
Resources
John E. Skvarla, III
Secretary
SUBJECT: April 16, 2014
Compliance Evaluation Inspection
Single Family Wastewater System
Permit No: NCG550028
Henderson County
Enclosed please find a copy of the Compliance Evaluation Inspection Form from the
inspection conducted on April 16, 2014. The facility was found to be in compliance with permit
NCG550028.
Per our phone conversation on April 16th, you indicated that the system was never
installed. If you do not plan to install the system you may want to have the permit rescinded.
Otherwise, the permit will remain active as long as the permit fee is paid. Your permit fees are
up to date.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff have any questions, please call me at [phone].
Sincerely,
]6 A/Ll�
Beverly Price
Environmental Specialist
Enclosure
cc: Water Quality Central Files
Wat r Quallty: Asheville files
G:\WR\WQ\Henderson\Wastewater\General\NCG55 SFR\0028 Marne Sheldon\NCG550028 CEI 2014.doc
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/webtwq
An Equal Opportunity \ Affirmative Action Employer
E,'

United States Environmental Protection Agency
Form Approved.
E PA Washington, D.C. 20460
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 15 I 31 NCG550028 111 121 14/04/16 117 181 C I 19I S I 20II
Remarks
21111111111111111111111111 1.11111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ----------------------Reserved— --------- --- ------
67I 169 70III 711 N I 72I N I 73I IW 174 751 I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
02:30 PM 14/04/16
13/08/01
NC Highway 280 @ Sweetwater Road
Exit Time/Date
Permit Expiration Date
NC Hwy 280 Sweetwater Rd
Mills River NC 28759
03:00 PM 14/04/16
18/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
///
Sheldon Marne//828-696-0800 /
Name, Address of Responsible OfficiaUfitle/Phone and Fax Number
Contacted
Sheldon Marne,704 Oakland St Hendersonville NC 287913648//828-696-0800/ Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Facility Site Review
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Beverly Price ARO GW//828-296-4500/
Signatu o na ent Q A Re ' Agency/Office/Phone and Fax Numbers Date
b qj zz_iq
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES
yr/mo/day
31 NCG550028 111 12I 14/04/16 I17
Inspection Type
18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
per Mr. Marne - this system was never installed.
Page # 2

NCG550000 Single ramily Residence General Peumit Inspection Report
DWQ Inspector: Bey Priee Inspection date: 4 Off
Permittee: S k e. tdo N h&, - n e, Inspection time: 0-: 30
Permit Number: NCQ55��9 County: gerAerson
Location address: C k W, Q _ �� i' A�s P-� er W-
:rrom -are \bL4 I'� sp4s¢ Pa I U 9 14; Its P-4
Mailing address (if different): 7o� na kland den,�exsonvi Ue- N(- 20 721
Contact person(s): Sk p ldow I N\�Xfn e. !$"j 2-" :S 7 �
Telephone numbers: ?9 I - 2 9 SCE (N) (9 6,' 0WO (\yr ;Zq3- 07©9 CG
Permit expires: 7131 /AOIR Annual fees paid: ko f �� ®( 3
Did homeowner know of system: Age of system (ATC):
Date & nature of repairs:,
Date(s) of septic tank pumping: 4-b is Prs- _w (d /t-
of sampling by homeowner:
Sampling results: BOD: TSS
Total
/ Contractor:
S-+. l n S oe.0t' 1--1N —
m
n�
�E�� srke�l
Tablet chlorinator present: Number of tubes in use: pri o-- -�D co/),s4pbtj
Name of receiving stream: Stream classification:
Tablet dechlorinator present: Number of tubes in use:
Cascade aerator present: Discharge pipe located:
Date samples taken by DWQ: BOD results:
TSS results: Fecal Coliform results:
a - (Ae- - vk� -,, , e A W ,6,S k) e

Sampling Tips
A typical annual sampling event, by a contractor, will probably cost — $150 per year.
That cost includes:
-A trip charge to and from the single family residence and laboratory analyzing the samples.
Proper collection, preservation and analysis by a NC Certified Laboratory for:
BOD (Biochemical Oxygen Demand) — your daily maximum limit is 45 mg/l,
TSS (Total Suspended Solids) - your daily maximum limit is 45 mg/I,
Fecal Coliform - your daily maximum limit is 400 colonies/100 ml,
Field analysis of TRC (Total Residual Chlorine) performed on -site (within 15 minutes), with
low level monitoring equipment which measures ug/I (micrograms per liter). Your TRC
limit is 17 ug/l. A mailed copy of the sample analysis report and laboratory quality
control information
(Keep the laboratory results for 3 years and show them to the, DWQ inspector.,)
In order to keep costs to a minimum:
Make sure that the discharge pipe can be accessed. Keep the area clear of debris and
vegetation. Make sure that the pipe itself and the cascade aerator does not have algae,
vegetation, or debris obstructing the discharge to the creek.
Make sure that the system discharges. If it doesn't discharge, then determine why and
remedy. At the time of sampling, it may be necessary to make the system discharge by
using water doing laundry or dishes or bathing. If you are not at home and there is no
discharge when the sampling event is scheduled to take place, another trip charge will
be added, until a sample can be collected.
Make sure that the system has a sufficient supply of chlorine tablets to disinfect the
wastewater. This will be reflected in the fecal coliform laboratory results. If the
wastewater is not properly disinfected, the system will be considered non -compliant and
will result in a Notice of Violation.
Make sure that the system has a.. sufficient.supply of dechlorination tablets. This will be
reflected in the Total Residual Chlorine (TRC) results. The TRC limit is 17 ug/I
(micrograms per liter). The results will be reported to the lowest detection limit that the
field equipment is annually certified for. For example: 17 ug(.I may be reported as < 20
ug/I. Due to the sensitive and unstable nature of this test, any result that is measured
and less than 51 ug/I will be considered compliant with permit limits.

Pisgah Center for Wildlife Edlionflon to 397 Bent River Farm Rd, Pisgah Forest, NC 2876... Page 1 of 1
Directions to 3U Bent River Farm Rd, Pisgah
,,, Forest, NC 28768
13.2 mi — about 22 mins
Pisgah Center for Wildlife Education
1401 Fish Hatchery Rd, Pisgah Forest, NC 28768
1. Head east on National Forest Rd toward National Forest 475 Rd go 0.1 mi
About 53 secs total 0.1 mi
2. Turn'right onto National Forest 475_ Rd go 1.4 mi
About 4 mins . total 1.5 mi
276 Continue onto US-276 S go 5.3 mi
About 8 mins total 6.8 mi
64 A. Continue :onto US-64 E , go 3.6 mi
Abou 5 mins tota(_10.5 mi
r 5. Turn right onto Crab Creek Rd go 1.4 mi
About 2 mins total 11.9 mi
7. Turn right go 0.4 mi
Destination wili be on the k tt total 13.2 mi
About 1 min
397 Bent River Farm Rd, Pisgah Forest, NC 28763
These directions are for planning purposes only. You may find t :<at cons!r, ction prcjects, traffic, weather, or other events may cause
conditions to differ from the map results, grad you Should plan your route a :,orciim: iy. You must obey all signs or notices regarding your
route.
Map data 02014 Google
Directions weren't right? Please find your route on m�ps.googi:=.com and click "Report a roblem" at the bottom left.
https://maps.google.com/nialDs?f=cl&source=s_dc;saddi-_; .•Ii-1-!!�!clici-Nl+near+Pisgah+Fore... 4/15/2014

PV
Beverly Eaves Perdue
Governor
NCDEN 1
North Carolina Department of Environment and Naturals
Division of Water Quality
Coleen H. Sullins
Director
December 30, 2009
CERTIFIED MAIL 7009-1680-0002-2464-6036 RETURN RECEIPT REQUESTED
SHELDON MARNE
704 OAKLAND STREET
HENDERSONVILLE, NC 28791-3648
Dear Mr. Marne:
.. 1 711 �JA •Y
JAN — 4 2010
t urce
•f
WATER QUALITY SECTION
ASHEVILLE REGQMftPeeman
•�=�>T.w�a���:;.., y1.:•. u_.S,ecretaly.
SUBJECT: FINAL NOTICE - Delinquent Annual Fee
NPDES Permit NCG550028 (2009)
Mitchell County
This letter is being sent out to facilities that have not yet paid their Annual Compliance Monitoring Fee. This fee requirement is
documented in your current permit in Part II. B. 14. Your total annual fees owed, for the permitted facility referenced above, is JLQ.00.
Copies of each invoice for the permitted facility previously sent by the Division's Budget Office are attached.
Failure to pay the annual fee is grounds for revocation of your permit, as documented in part II. B. 13 and II. B. 14. This matter must be
promptly resolved. You will not receive any additional late payment fee request correspondence.
This letter serves as final notice that the Division will refer the fee noted above to the North Carolina Attorney General's Office for
collection through the courts unless payment is received by January 30, 2010. Additional actions to revoke your operating permit
may be initiated as well as referral for collection.
Make checks payable to NC DENR; include the permit numbers and invoice numbers on the check. Send the fee payment to:
Mrs. Fran McPherson
Annual Administering and Compliance Fee Coordinator (919-807-6321)
1617 Mail Service Center
Raleigh, NC 27699-1617
(919-807-6321)
If you have evidence that the fee has already been paid, please contact me at 919-807-6387 or bob.ctuerra[ bricdenr.gov.
Sincerely,
Bob Guerra, Western NPDES Unit
Enclosure: Invoice # 2009PR000853
cc: Central Files
NP_D S
&Aiile
Roger Edna 1,, Asheville Regional Office, Surface Water Protection
1617 Mail Service Center; Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 _
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
)Vaturully

PV
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2 0 0 9 P R 0 0 0 8 5 3
INVOICE
Annual Permit Fee Overdue
This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with your
permit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's operating
status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid permit is a violation
and is subject to a $10,000 per day fine. If the permit is revoked and you later decide a permit is needed, you must reapply, with the
understanding the permit request may be denied due to changes in environmental, regulatory, or modeling conditions.
Permit Number: NCG550028
Henderson County
NC Highway 280 @ Sweetwater Road
Sheldon Marne
704 Oakland St
Hendersonville, NC 28791-3648
Annual Fee Period: 2008-12-01 to 2009-11-30
Invoice Date: 01/23/09
Due Date: 02/22/09
Annual Fee: $60.00
Notes:
1. A $25.00 processing fee will be charged for returned checks in accordance with the North Carolina General Statute 25-3-512.
2. Non -Payment of this fee by the payment due date will initiate the permit revocation process.
3. Remit payment to:
NCDENR - Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
4. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee Coordinator at
919-807-6321.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
(Return This Portion With Check)
ANNUAL PERMIT INVOICE
Permit Number: NCG550028
Henderson County
NC Highway 280 @ Sweetwater Road
Sheldon Marne
704 Oakland St
Hendersonville, NC 28791-3648
1111111111111111111111111
Overdue
Annual Fee Period: 2008-12-01 to 2009-11-30
Invoice Date: 01/23/09
Due Date: 02/22/09
Annual Fee: $60.00
Check Number:

A 7L4LA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Coleen H. Sullins, Director
July 27, 2007
Dr. Sheldon Marne
704 Oakland St
Hendersonville, NC
Dear Permittee:
28791-3648
Subject: Renewal of coverage / General Permit NCG550000
NC Highway 280 @ Sweetwater Road
Certificate of Coverage NCG550028
Henderson County
In accordance with your renewal application [received on January 22, 20071, the Division is renewing
Certificate of Coverage (CoC) NCG550028 to discharge under NCG550000. This CoC is issued pursuant to the
requirements of North Carolina General Statue 143-215.1 and the Memorandum of Agreement between North
Carolina and the US Environmental Protection agency dated May 9, 1994 [or as subsequently amended].
If any parts, measurement frequencies or sampling requirements contained in this General Permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, the certificate of coverage shall be final and binding.
Please take notice that this Certificate of Coverage is not transferable except after notice to the
Division. The Division may require modification or revocation and reissuance of the certificate of coverage.
Contact the Asheville Regional Office prior to any sale or transfer of the permitted facility.
Regional Office staff will assist you in documenting the transfer of this CoC.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning the requirements of the General Permit, please contact Toya
Fields [919 733-5083, extension 551 or [e-mail] or Susan Wilson [919 733-5083, extension 510
or [e-mail].
Sincerely,
for Coleen H. Sullins n
t D v
cc: Central Files €: �
�il� vslle f rcmrr 11 4+i f�c W i' mt farce er ,arl, 2 Mmfectlm� i
NPDES file J U L 3 1 2007
WATFR ni .q= -rn
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 ASHE'dILOLne EGION,4L OFFICE
512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: www.newaterquality.org;Valura,
�—" �`�r�"
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper ff

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NCG550000
CERTIFICATE OF COVERAGE NCG550028
DISCHARGE OF DOMESTIC WASTEWATER FROM SINGLE FAMILY RESIDENCES AND
OTHER 100% DOMESTIC DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Dr. Sheldon Marne
is hereby authorized to discharge domestic wastewater [300 GPD] from a facility located at
NC Highway.280 @ Sweetwater Road
Mills River
Henderson County
to receiving waters designated as Sweetwater Branch in subbasin 04-03-03 of the French
Broad River Basin in accordance with the effluent limitations, monitoring requirements,
and other conditions set forth in Parts I, II, III and IV hereof.
This certificate of coverage shall become effective August 1, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 27, 2007.
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

_E
c E
NCDENR
North Carolina ®apartment of Environmenta' IVa6gl AA�4'Was
Division of Water Qualit� _
Michael F. Easley, Governor WATER QUWilliaE-WT' $S, Jr.,
I ASHEVILLE REkiAQ.,NnTr o
Sheldon Marne
704 Oakland St
Hendersonville, NC 28791-3648
Dear Permittee:
Secretary
:., Director
January 9, 2007
Subject: Renewal Notice / General Permit NCG550000
Certificate of Coverage NCG550028
Henderson County
You are receiving this notice because you currently own a property covered under the subject
General Permit for the discharge of domestic wastewater. NCG550000 will expire on July 31, 2007.
Federal (40 CFR 122.41) and North Carolina (15A NCAC 2H.0105(e)) regulations require
that permit renewal applications be filed at least 180 days prior to expiration of the current permit.
To satisfy this requirement, the Division must receive a renewal request postmarked no later than
February 1, 2007.
The Certificate of Coverage (CoC) specific to your property was last issued on August 1, 2002.
The Division needs information from you to determine if coverage under NCG550000 is still
necessary.
9 If your property still has a wastewater system like the ones described in the enclosed
Technical Bulletin, you must renew the subject CoC. Complete the enclosed form and
submit it to the address on the form.
9 If you are not sure what type of system your property has, contact Keith Haynes in the
NC DENR Asheville Regional Office at. That person [or other staff members] can help
you determine if you should renew your CoC.
9 If you know that your property no longer discharges wastewater, contact me at the
address or phone number listed below to request rescission of the CoC.
This information reauest does not laertain to the Annual Fee of $50.00 billed
separately by the Division's BudLret Office. No monev is reauired for this
procedure. The Annual Fee is like the fee you annually pay the DMV for the sticker on
your vehicle's license plate. Renewal of your CoC is like the renewal of your Driver's
License [ca. every five years].
If you have already mailed a renewal request, you may disregard this notice.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone], extension 511 / FAX [phone] / [e-mail]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NorthCarohna
Naturallff

NCG550028 renewal notice
January 9, 2007
The attached application form shows the information the Division has on file for your
property. Please verify that the provided information is correct, or make corrections on the form.
Complete the additional questions, then sign and date the form.
The completed form should be submitted to the address listed below the signature block.
If you have any questions concerning this matter, please contact me at the telephone number
or e-mail address listed below. (If it is difficult to reach me, please be aware that your facility is one
of over 1100 that I am contacting regarding the renewal of NCG550000.)
Thanks for your attention to this matter.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
NPDES file

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 11 NCG550028 111 121 06/08/14 117 18I CI 19I gI 20I II
Remarks
21IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ------------ ----- -------- Reserved --- ------- ----------
67 I 169 701 I 711 I 72 I N I 73 I I 174 751 I I I I I I 180
I —I —I
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Marne Sheldon- Residence
10:00 AM 06/08/14
02/08/01
Exit Time/Date
Permit Expiration Date
Hwy 280 And Sweetwater Rd
Mills River NC 28742
10:15 AM 06/08/14
07/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Sheldon Marne,704 Oakland St Hendersonville NC Contacted
287913648//828-696-0800/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Facility Site Review
Section D: Summary of Find in/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
'
Larry Frost ARO WQ//828-296-4500 Ext.4658/ 9// 7/91
J
Keith Haynes ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type 1
3I NCG550028 I11 12I 06/08/14 I17 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
This facility has yet to be built. It was originally permitted in 1993. 1 recommend that the permit be rescinded
and new application be made prior to construction.
Page # 2

State of North Carolina,
Department of Environment,
Health- and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Dr. Sheldon Marne
704 Oakland Street
Hendersonville, NC 28739
Subject: Certificate of Coverage No:
Renewal of General Permit
Marne, Sheldon - Residence
Henderson County
Dear Permittee:
.u�
1999
In accordance with your application for renewal of the subject Certificate of Coverage, the Division is forwarding
the. enclosed General Permit. This renewal is valid from the effective date on the permit until July 31, 2002. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6, 1983. If any
parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have
the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this Certificate of Coverage shall be final and binding.
The Certificate of Coverage for your facility is not transferable except after notice to the Division. Use the enclosed
Permit Name/Ownership Change form to notify the Division if you sell or otherwise transfer ownership of the
subject facility. The Division may require modification or revocation and reissuance of the Certificate of Coverage.
If your facility ceases discharge of wastewater before the expiration date of this permit, contact the Regional
Office listed below at [phone]. Once discharge from your facility has ceased, this permit may be rescinded.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, Coastal Area Management Act or any other Federal or Local
governmental permit that may be required.
If you have any questions concerning this permit, please contact the NPDES Group at the address below.
cc: Central Files
`A� shev-ille_Regional-Office
NPDES Group
Facility Assessment Unit
Sincerely,
y A. Preston Howard,
P.O. Box 29535, Raleigh, North Carolina 27626-0535 [phone] FAX [phone] p&[e-mail]
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PATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
. GENERAL PERMIT NO. NCG550000
CERTIFICATE OF COVERAGE NO. NCG550028
TO DISCHARGE DOMESTIC WASTEWATERFROM SINGLE FAMILY RESIDENCES
AND OTHER DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Dr. Sheldon Marne
is hereby authorized to operate a wastewater treatment facility which includes a septic tank, sand filter
and associated appurtenances with the discharge of treated wastewater from a facility
located at
Marne, Sheldon - Residence
Highway 280 And Sweetwater Road
Mills River
Henderson County
to receiving waters designated as subbasin 40303 in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III and IV of General Permit No. NCG550000 as attached.
This certificate of coverage shall become effective August 1, 1997.
This certificate of coverage shall remain in effect for the duration of the General Permit.
Signed this day July 21, 1997.
A. Preston Howard, Jr.,-P.E., Director
f Division of Water Quality
By Authority of the Environmental Management Commission

State of North Carolir
A�
Department of Environment
�� •
and Natural Resources
0
Division -of Water Quality
Michael F. Easley, Governor
NCDENR
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
NORTH CAROLINA DEPARTMENT OF
--
ENVIRONM 'E , --'—
NATURAL RESOURCES
In
11/26/01
SHELDON MARNE
'I DEC 1 0 2001
MARNE SHELDON- RESIDENCE
704 OAKLAND ST
HENDERSONVILLE, NC 28739
Subject: NPDES Wastewater Permit Coverage Renewal
Marne Sheldon- Residence
COC Number NCG550028
Henderson County
Dear Permittee:
Your residence or facility is currently covered for wastewater discharge under General Permit NCG550000. This
permit expires on July 31, 2002. Division of Water Quality (DWQ) staff is in the process of rewriting this permit
with a scheduled reissue in the summer of 2002. Once the permit is reissued, your residence or facility would be
eligible for continued coverage under the reissued permit.
In order to assure your continued coverage under the general permit, you must apply to the DWQ for renewal of
your permit coverage. To make this renewal process easier, we are informing you in advance that your permit will
be expiring. Enclosed you will find a general permit coverage renewal application form. This will serve as
your application for renewal of your permit coverage. The application must be completed and returned with the
required information by February 01, 2002 in order to assure continued coverage under the general permit. There is
no renewal fee associated with this process.
Failure to request renewal within this time period may result in a civil assessment of at least $250.00. Larger
penalties may be assessed depending on the delinquency of the request. Discharge of wastewater from your
residence or facility without coverage under a valid wastewater NPDES permit would constitute a violation of
NCGS 143-215.1 and could result in assessments of civil penalties of up to $10,000 per day.
If the subject wastewater discharge to waters of the state has been terminated, please complete the enclosed
rescission request form. Mailing instructions are listed on the bottom of the form. You will be notified when the
rescission process has been completed.
If you have any questions regarding the permit coverage renewal procedures please contact the Asheville Regional
Office at 828-251-6208 or Mack Wiggins of the Central Office Stormwater Unit at [phone], ext. 542
Sincerely,
Bradley Bennett, Supervisor
Stormwater and General Permits Unit
cc: Central Files
Stormwater and General Permits Unit Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
4/23/2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
ATTN: SHELDON MARNE
MARNE, SHELDON - RESIDENCE
704 OAKLAND ST
HENDERSONVILLE, NC 28739
A
11 �IWA
••
11
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MAY - G �1
I� �oo� li
Subject: NOTICE OF VIOLATION
FAILURE TO SUBMIT RENEWAL APPLICATION
MARNE, SHELDON - RESIDENCE
NCG550000
COC NUMBER NCG550028
HENDERSON COUNTY
Dear Permittee:
This letter is to inform you that, as of the date of this letter, the Division of Water Quality has not received a
renewal request for the subject permit certificate of coverage. This is a violation of NCGS §143.215.1 (c)(1) which
states "All applications shall be filed with the commission at least 180 days in advance of the date on which it is
desired to commence the discharge of wastes or the date on which an existing permit expires, as the case may be".
Any permittee that has not requested renewal at least 180 days prior to expiration or permittee that does not have a
permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to
enforcement procedures as provided in NCGS § 143-215.6 and 33 USC 1251 et. seq.'
In order to prevent continued, escalated action, including the assessment of civil penalties you must submit a
completed permit coverage renewal application to the attention of the "Stormwater and General Permits Unit" at
the letterhead address within ten (10) days of your receipt of this letter (renewal application enclosed).
If the subject discharge has been terminated, please complete the enclosed rescission request form. Mailing
instructions are listed on the bottom of the rescission request form. You will be notified when the rescission
process has been completed.
Thank you for your prompt attention to this situation. If you have any questions regarding this matter, please
contact Mack Wiggins of the central office Stormwater and General Permits Unit at 919-733-5083, ext. 542.
Sincerely,
for Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
cc: Stormwater and General Permits Unit Files
Central Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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State of North Carolio
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
SHELDON MARNE
MARNE SHELDON- RESIDENCE
704 OAKLAND ST
HENDERSONVILLE, NC 28739
Dear Permittee:
Aak
09WANCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 26, 2002
JUL 3 12002
Subject: Reissue - NPDES Wastewater Discharge Permit
Marne Sheldon- Residence
COC Number NCG550028
Henderson County
In response to your renewal application for continued coverage under general permit NCG550000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued wastewater general permit Certificate of Coverage
(COC). This COC is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency,
dated May 9, 1994 (or as subsquently amended).
The following information is included with your permit package:
• A copy of the Certificate of Coverage for your treatment facility
* A copy of General Wastewater Discharge Permit NCG550000
* A copy of a Technical Bulletin for General Wastewater Discharge Permit NCG550000
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, state, or local law rule, standard, ordinance, order, judgment, or
decree.
Please note that effective January 1, 1999 the fees for all permits issued by DWQ were changed. This changed the
fee for your wastewater general permit coverage from a $240 fee paid once every five years to a yearly fee of $50.
If you have not already been billed this year for the yearly fee, you will receive a bill later this year.
If you have any questions regarding this permit package please contact Mack Wiggins of the Central Office
Stormwater and General Permits Unit at [phone], ext. 542
Sincerely,
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

POate of North Caroline
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
December 31, 1993
Dr. Sheldon Mame
704 Oakland Street
Hendersonville, N.C. 28739
0
JAN - 61994
Subject: General Permit NCG550600
Cert. of Coverage NCG550028
Authorization to Construct
Office of Dr. Sheldon Marne
WWTF
Henderson County
Dear Dr. Mame:
L�j
In accordance with your application for an NPDES discharge permit received July 8, 1993 by the
Division, we are herewith forwarding the subject Certificate of Coverage under the state-NPDES general
permit for Single Family Domestic Units and one set of final approved plans and specifications.
Authorization is hereby granted for the construction and operation of a wastewater treatment system
consisting of a septic tank, recirculating sand filter, chlorine contact basin, and post aeration structure with
discharge of treated wastewater into Sweetwater Branch in the French Broad River Basin. This Certificate
of Coverage is issued pursuant to the requirements of North Carolina and the US Environmental
Protection Agency Memorandum of Agreement dated December 6, 1983 and as subsequently amended.
If any parts, measurement frequencies or sampling requirements contained in this general permit
are unacceptable to you, you have the right to submit an individual permit application and letter requesting
coverage under an individual permit. Unless such demand is made, this decision shall be final and
binding. Please take notice this permit is not transferable. Part.II, E.4. addresses the requirements to be
followed in case of change of ownership or control of this discharge.
The Authorization to Construct is issued in accordance with Part III, Paragraph 2 of NPDES
Permit No. NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are
constructed in accordance with the conditions and limitations specified in Permit No. NCG550000.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement wastewater treatment or disposal facilities.
The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an, in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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a; 50% recycled/ 10% post -consumer paper

PPPermit No. NCG550000
Authorization to Construct
Dr. Sheldon Marne
December 31, 1993
Page 2
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, the Certificate of Coverage, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the'facility.
The sand media of the recirculating sand filter must comply with the Division's sand specifications.
The engineer's certification will be evidence that this certification has been met.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hour per 1,000 gallons of
tank capacity. The engineer's certification will serve as proof of compliance with this condition.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
'The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be required by the Division of Environmental
Management or permits required by the Division of Land Resources, the Coastal Area Management Act or
any Federal or Local other governmental pemut that may be required.
If you have any questions or need additional information, please contact Mr. Sean D. Goris,
telephone number 919/733-5083.
Sincerely,
Original Signed fay
Ooleen H. Sullins
A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
� � ' egnon � . Wad • � ix li
Training and Certification Unit
Gerald Haskins, Consulting Engineer

PPermit No. NCG550000
Authorization to Construct
Dr. Sheldon Marne
December 31, 1993
Page 3
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of the approved plans and specifications.
Signature
Date
B
Registration No.
r

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
CERTIFICATE OF COVERAGE
GENERAL PERMIT NO, NCG550028
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER
DISCHARGES WITH SIMILIAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Dr. Sheldon Marne
is hereby authorized to construct and operate a 300 GPD wastewater treatment facility consisting of a septic tank, a
recirculating sand filter, a tablet chlorinator, chlorine contact basin, post aeration, and associated appurtenances with
the discharge of treated wastewater from a facility located at
The Office Of Dr. Sheldon Marne
Hwy 280 and Sweetwater Road
Horseshoe
Henderson County
to receiving waters designated as Sweetwater Branch in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, I1, I11
and IV hereof.
This certificate of coverage shall become effective December 31, 1993
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, December 31, 1993
Original Signed By
Ooieen H. Sullins
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

UNITED STA
OF THh INTERIOR - F Ss�
pPPP6--FP�P)ARTMENTGEOLOGICAL SURVEY
82*37'3 p• 3 mom 3 3 3 f ASHEVILLE i9
53 E 54 55 56 35 a MILLS RIVER 1.
35°22'30'
S ry RR
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3915ooat.N
rFB
" Dr. Sheldon Marne
Dischar a Point: 001
NPDES No.: NCG550028
LAT: 350 22" 18"
( LONG: 820 35" 20"
09
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,'l �/ I %i a°' ill .• i• I"► i.r

RATi`1G SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: 2 . 'Sd& C)/y I�i�l+'/tl� or—FGG'
Owner or_ Contact Person: D/�.. Sf�GLl� /1/' ly(5
Mailing Address: --,'() 0/f9�%GG 1(j2,� 79`
County: _UL1(�/l�«So�11 Telephone:_-7o Ll— (y ; •-og'06
Present Classification: /Uc )IVY New Facility Existing Facility
NPDES Per. No. NC ";;'500A. Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: L / i C Telephone: ZZ�4 -�.S/- �U Date: Z - a�-�f` Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Office
-. •
Check Classification (s):
• - ..
• Application
----------------------------------------------
Wastewater Classification: (Circle One) L!"./ 11 111 IV Total Points:
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. grease trap/interceptor
6. oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1.
preliminary treatment (definition no. 32 )
2.
lagoons
3.
septic tanks
4.
pump tanks
5.
pumps
6.
sand filters
7.
grease trap/interceptor
8.
oil/water separators
9.
disinfection
10.
chemical addition for nutrient/algae control
11.
spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with. an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of bfosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned Class I sification, unl .ss the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the n on a case -by -case basis: (Check If Appropriate)
1. OiUwater Separator Systems consisting only of physical separation, pumps and disposal;
2.�Septic Tank/Sand Finer Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3• Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or if upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

(4)(d) or Items (4)(d) and (11)(d)]
0 20,000..............................................................................................................................................�
20,001 - 50,000......................................................................................................................................2
50,001 - 100,000.....................................................................................................................................3
100.001 25 0, 000...................................................................................................................................4
250.001 - 500,000..................................................................................................................................5
500.001 1,000,000 ................................................................................................................................a
1.000,001 - 2,000,000...........................................................................................................................10
2.000.001 (and up) rate 1 point additional for each 200,000 gpd capacity up to a maximum of .................30
Design" Flow (gpd)
(3) PRELIMINARY UNITS/PROCESSES (see definition No.32)
(a) BarScreens...............................................................................................................................................1
or
(b) Mechanical Screens, Static Screens or Comminuting Devices..........................................................................2
(c) Grit Removal..............................................................................................................................................1
or
(d) Mechanical or Aerated Grit Removal.............................................................................................................2
(a) Flow Measuring Device ................................................................................................................................1
or
(f) Instrumented Flow Measurement................................................................................................................2
(g) Preaeratlon...............................................................................................................................................2
(h) Influent Flow Equalization..........................................................................................................................2
(i) Grease or Oil Separators - Gravity.................................................................................................................2
Mechanical.................................................................................................................................................3
DissolvedAir Flotation................................................................................................................................8
()) Prechlorination..........................................................................................................................................5
(4) PRIMARY TREATMENT LNiTSJPROCESSES
(a) Septic Tank (see definition No. 43)............................................................................................................2
(b) Imhoff Tank..............................................................................................................................................
(c) Primary Clarifiers..........................................................................................................................................5
(d) Settling Ponds or Settling Tanks for Inorganic Non -toxic Materials (sludge handling facilities for water
purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem
orgold mining)........................................................................................................................................2
(5) SECONDARY TREATMENT UNRWPROCESSES
(a) Carbonaceous Stage
(i) Aeration -High Purity Oxygen System...............................................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor)..................................................................8
Separate Sludge Reaeratlon.............................................................................................3
(II) Trickling Filter
HighRate.......................................................................................................................7
StandardRate ................... ........................ :....................................................................
PackedTower...................::........................................................................................... 5
(ill) Biological. Aerated Filter or Aerated Biological Filter............................................................1 0
(iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors ......................................................................................
(vi) Sand Filters -intermittent biological................................................................................(.2)
Recirculatingbiological....................................................................................................
(vii) Stabilization Lagoons....................................................................................................5
(vifi) Clarifier...........................................................................................................................5
(ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this Rem have to be in addition to items
(5)(a)(1) through (5)(a)(viii),
utilizing the extended aeration process (see definition No.3a)...........................................2
utilizing other than the extended aeration process............................................................8
(x) Nutrient additions to enhance BOD removal......................................................................5
(XI) Biological Culture ('Super Bugs')addition........................................................................5
(b) Nitrogenous Stage
(I} Aeration - High Purity Oxygen System.............................................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor) ................. .,............................................... 8
SeparateSludge Reaeration.............................................................................................3
TricklingFllter-High Rate...................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(III) Biological Aerated Filter or Aerated Biological Filter.............................................................1 0
(iv) Rotating Biological Contactors ......................................................................................10
(v) Sand Filter - Intermittent biological...................................................................................2
Recirculatingbiological.....................................................................................................3
(VI) Clarifier..........................................................................................................................5
(6) TERTIARY ORADVANCED TREATMENT UNffSrPROCESSES
(a) Activated Carbon Beds -
without carbon regeneration...................................................................................................5
withcarbon regeneration.......................................................................................................1 5
(b) Powdered or Granular Activated Carbon Feed -
withoutcarbon regeneration..................................................................................................5
vrith carbon regeneration.....................................................................................................15
(c) Air stripping.............................................................................................................................................5
(d) Denitrificatlon Process..............................................................................................................................10
(e) Electrodlalysis............................................................................................................................................5
(f) Foam Separation........................................................................................................................................5
(g) Ion Exchange............................................................................................................................................5

-------------------------------------------------------------------------...._
diffusedor mechanical........................................................................................................
(m)
Reverse Os ..........................................
(n)
Sand or Mix idia Filters - low rate.................................................................................................2
highrate................,.............................................5
(o)
Treatment processes for removal of metal or cyanide................:..................................................................1 5
(p)
treatment processes for removal of toxic materials other than metal or cyanide..............................................1 5
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobic)...............................................................................................1 0
Aerobic..............................................................................................................................................5
Unheated(anaerobic)................................................................................................................................3
(b)
Sludge Stabilization (chemical or thermal)....................................................................................................5
c
Sludge Drying Beds - Gravity .....................................................................................2
VacuumAssisted......................................................................................................................................5
(d)
Sludge Elutriation......................................................................................................................................5
(9)
Sludge Conditioner (chemical or thermal).....................................................................................................5
(f)
Sludge Thickener (gravity)..........................................................................................................................5
(g)
Dissolved Air Flotation Unit [not applicable to a unit rated as(3)(1)].............................................................8
(h)
Sludge Gas Utilization (including gas storage).............................................................................................2
(1)
Sludge Holding Tank - Aerated.................................................................:..................................................5
Non-aerated.....................................................................................................................:.......................2
(J)
Sludge Incinerator (not Including activated carbon regeneration)................................................................10
(k)
Vacuum Filter, Centrifuge, or Filter Press or other similar ciewatering devices...................................................1 0
(8)
RESIDUALS UTILIZATIOWDISPOSAL (including incinerated ash)
(a)
Lagoons .............................. :................................................................................................................... 2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
orlandfill permit.....................................................................................................................................! 2
(c)
Dedicated Landfill(burial) by the permittee of the wastewater treatment facility ...............................................
(9)
DISPFECTr-N
(a)
Chlorination..........................................................................................:................................................
(b)
Dechlorination..........................................................................................................................................
(c)
Ozone......................................................................................................................................................5
(d)
Radiation.................................................................................................................................................5
(1 0)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additions rated as Item (3)(J),
(5)(a)(xt),
(6)(a), (6)(b), (7)(b), (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List....................................................................................................................................5
....................................................................................................................................5
................................................................................................................................... 5
...................................................................................................................................... 5
(1 1)
MISCELLANEOUS UNITS/PROCESSES
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds in amounts significantly greater than is common
fordomestic wastewater............................................................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are inherent In land application systems) ...... 2
(c)
Stage Discharge (not applicable to storage basins inherent in land application systems)..................................5
(d)
Pumps......................................................................................................................................................3
(e)
Stand -By Power Supply.............................................................................................................................3
(f)
Thermal PolluWbn Control Device.................................................................................................................3
TOTALPOINTS..........................................................................
CIASSIFiCAT)CN
ClassI...........................................................................................................5-25 Points
Class11.........................................................................................................26-50 Points
classIII........................................................................................................51-65 Points
Class1V.......................................................................................................66-Up Points
Facilities having a rating of one through four points, inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class 11.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum ciassificatton of Class III.
.0004 DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physical/chemical method for reducing soluble organic material from wastewater effluent; The column -type beds used in this
method will have a flow rate varying from two to eight gallons per minute per square toot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(2) Aerated Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about intimate contact between air or high purity oxygen In a liquid by spraying, agitation or diffusion;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed site. Any site on which a crop is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium Ion Is first converted to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylem;
(6) Carbon Regeneration. The regeneratlon of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7) Carbonaceous Stage. A st;zce of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force is used to separate solids from liquids or to separate liquids of different dens'rlas;
(9) Chemical Addition Systems- The addition of chemicals) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one
system; the capability to add chemical(s) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result in the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as lime, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing inorganic, non -toxic materials from sand, gravel,
crushed stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous BOD and Nitrogenous Removal by Nitrificallon- A single stage system required to achieve permit effluent limits on BOD
and ammonia nitrogen within the same biological reactor,
(13) Dechlorination. The partial or complete reduction of residua) chlorine in a liquid by any chemical or physical process;
(14) Denitrification Process. The conversion of nitrate -nitrogen to nitrogen gas;

(21) Ian Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) Land application:
(a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(i.e., chisel plow); (not applicable for types of sludge described In (11) of this Rule];
(b) Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater onto a land area as a
means of final disposal or treatment;
(23) Microscreen. A low speed, continuously back -washed, rotating drum fitter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate);.
(25) Nitrogenous Stage. A separate stage of wastewater treatment. designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxiclanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential step to meeting the limits of the discharge permit,,
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon is feed controlled into the system;
(31) Preaeralion. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations in the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Unit, Industrial. The conditioning of a waste at its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed in a treatment works for the purpose of removing settleable and suspended
solids and BOD which is associated with the solids;
(35) Pumps. All influent, effluent and in -plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process in which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks in which a series of partially submerged circular
surfaces are rotated;
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process in which further blodecomposhlon is
expected to produce desired effluents; Hydraulic loading rates on these fitters are computed in gpd/ac and have a resulting low gpm/sf (less than one);
b) Recirculating biological - the same type of sand filter as defined in Subparagraph (39) (a) of this Rule whh the added capability to recycle effluent back
through the sand fiher;
(40) Sand or Mixed -Media Fifters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate - gravity, hydraulically loaded filter whh loading rates In the one to three gpm/sf range;
(b) high rate - a pressure, hydraulically loaded filter with loading rates in the five gpm/sf range; At any rate, the loading rate will exceed three gpn✓sf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning it to the contact basin;
(43) Septic Tank. A single -story settling tank in which settled sludge is in contact whh the wastewater flowing through the tank; shall not be applicable for
septic tank systems serving single family residences having capacity of 2.000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge is gasified, liquefied, mineralized or converted into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46) Sludge Elutration. A process of sludge conditioning In which certain constituents are removed by successive washings whh fresh water or plant effluent;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings, driving engines, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester in which sludge may be
kept fresh, and supernatant withdrawn prior to a drying method (i.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescble, and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing, or by heat treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge Is permitted to.settle and thicken through agitation and gravity;
(52) Stabilization Lagoon. A type of oxidation lagoon in which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53) Stand -By Power Supply. On she or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids, including non -biodegradable particulate (floatable solids, suspended solids and BOD
reduction) from municipal and industrial wastewater treatment systems;
(55) Tertiary Treatment. A stage of treatment following secondary which is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal filter
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to Improve the dewaterabilhy of sludge by the
solubilizing and hydraulizing of the smaller and more highly hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes, Including disease -causing agents which after discharge and upon exposure, Ingestion, Inhalallon
or assimilation into any organism, either directly from the environment or indirectly by ingestion through food chains, will cause death, disease, behavioral
abnormalities, cancer, genetic mutations, physiological malfunctions (Including malfunctions In reproduction) or physical deformations, in such organisms or their
offspring; Toxic materials Include, by way of Illustration and not limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, ortho-nhro-chlorobenzene
(ONCB), polychlodnated biphenyls (PCBs) and dlchlorodiphenyl tdchloroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties;
(59) Trickling Fifter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater is distributed; A high rate trickling
filter Is one which operated al between 10 and 30 mgd per acre. A low rate trickling filter Is one which is designed to operate at one to four mgd per acre;
(60) Trickiino Filter (Packed Towerl. A nh,n flow "A of o—„i— I- ,. kti k

lame of Plant:_
,Owner or Contact t;on:PAS , i_ mil 014R 14
Mailing Address: 770LA&4? _57
ZY — t ---- A -
County: Telephone: 70Y-06 -08*0
NPDES Permit No. NCOO?3585 E GGS4wc2vO)
IssueDate: Expiration Date:
Existing Facility New Facility P/?OI7OS@P
Rated By: PAY4, WA11'rG Date: T- G - -? 3
Reviewed (Train. & Cert.) Reg. Office L -1 I
Reviewed (Train. & Cert.) Central Office
ORC Nd? 50-4 COAPLETF — N� Grade_
Plant Class: (circle one)
M�Z,21m_
IF III IV Total Poin
FEB 1 61994
ITEM POINTS
(5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(1) Industrial Pretreatment Units and/or
(i)Aeration - High Purity Oxygen System .....
20
Industrial Pretreatment Program
Diffused Air System ...........
10
(see definition No. 33) 4
Mechanical Air System (fixed,
(2) p SIQN FLOW OF PLANT IN GPD
-floatingor rotor
)
8
not applicable to non -contaminated cooling waters, sludge
( PP 9 9
Separate Sludge Reaeration .....
3
handling facilities for water purification plants, totally
(ii) Trickling Filler
closed cycle systems (def. No. 11). and facilities
High Rate ...................
7
consisting only of Item (4) (d) or Items (4) (d) and (11) (d)]
0 20,000 1
Standard Rate ...............
5
-- ...........................
Packed Tower ...............
5
20.001 -- 50.000.......................... 2
(iii) Biological Aerated Filler or Aerated
50,001 — 100,000 .......................... 3
Biological Filter ......................
10
100.001 - 250,000 .......................... 4
(iv) Aerated Lagoons ..... e............... .
10
250,001 -- 500.000.......................... 5
500.001--1,000,000 .......................... 8
(v) Rotating Biological Contactors ..........
10
1,000,001 -- 2.000.000 ........................ 10
2,000.001 (and up) - rate 1 point additional for each
200,000 gpd capacity up to a
(vi) Sand Filters-
intermittent biological .... .
maximum of 30
recirculating biological ...
3
Design Flow (gpd) a 4CO
(vii) Stabilization Lagoons ...................
5
(3) PRELIMINARY UNITS (see definition no. 32)
(viii)Clarifier ...............................
5
(a) Bar Screens ................................ 1
(ix) Single stage system (or combined
or
carbonaceous removal of BOD and
(b) Mechanical Screens, Static Screens or
nitrogenous removal by nitrification
Comminuting Devices ........... ............. 2
(see def. No. 12) (Points for this item
-
(c) Grit Removal ............................... 1
have to be in addition to items (5) (a)
or
(i) through (5) (a) (vo7 .................
8
(d) Mechanical or Aerated Grit Removal ........... 2
(x) Nutrient additions to enhance BOD
(e). Flow Measuring Device ....................... 1
removal ...............................
5
or
(xi) Biological Culture ('Super Bugs') addition
(f) Instrumented Flow Measurement .............. 2
to enhance organic compound removal .....
5
(g) Preaeralion................................ 2
(b) Nitrogenous Stage
(i) Aeration - High Purity Oxygen System .....
20
(h) Influent Flow -Equalization ................:... 2
Diffused Air System ...........
10
(i) Grease or Oil Separators - Gravity .......... 2
Mechanical Air System (fixed,
Mechanical .......... 3
floating, or rotor) ...... ......
8
Dissolved Air Flotation. 8
Separate Sludge Reaeration .....
3
il) Prechlorinalion .............................. 5
(ii) Trickling Filter -
High Rate ..............
7
(4) PRIMARY TREATMENT UNITS
Standard Rate ....:.......
5
(a) Sept&�ank (see definition no. 43) ..............
Packed Tower ............
5
(b) Imhoff Tank .................................. 5
(iii) Biological Aerated Filler or Aerated
(c) Primary Clarifiers ............................ 5
Biological Filter .........................
10
(d) Settling Ponds or Settling Tanks for Inorganic
(iv) Rotating Biological Contactors ............
10
Non -toxic Materials (sludge handling facilities.
(v)-'Sand Filler -
for water purification plants, sand, gravel,
intermittent biological ........
2
stone, and other mining operations except
recirculating biological ........
3
recreational activities such as gem or ,c+l ,.,• :,
(vi) Clarifier ................................
mining)-------------------------------
Xj
L/2/2!c

NCEU TREATMENT UN17
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)
arbons Beds - �_ (not applicable is mical additions rated as item
o,ut ear;'on regeneration .. _ ...... _ S (3) (I). (5) (a) (xi). a). (6) (b). (7) (b)• (7) (e).
. �-
itti carbon regeneration ... . ......... . . . .... 1 5 (9) (a) (9) (b), or (9) (c) 5 points each: List:
Powdered or Granular Activated Carbon Feed . . . . . 5
without carbon regeneration . . .. . . ...... . .... 5 5
with carbon regeneration . . ......... . ....... 1 5 5
(c) Air Stripping ----------------------------- 5 . . .. . 5
(d). Denitrification Process (separate process) .... _ 10
(e) Eleclrodialysis - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 5 (11) MISCELLANEOUS UNITS
(0 Foam Separation ... . ......................... 5 (a) Holding Ponds, Holding Tanks or Settling Ponds
(g) ton Exchange ...... . . . . . . .......... ... . ..... , 5 for Organic or Toxic Materials including wastes
(h) Land Application of Treated Effluent from mining operations containing nitrogen and/or
(see definition no. 22b) (not applicable for phosphorous compounds in amounts significantly
sand, gravel, stone and other similar mining greater than is common for domestic wastewater .......... 4
operations) (b) Effluent Flow Equalization (not applicable to storage
W on agriculturally managed sites (See del. basins which are inherent in land application systems). 2
No- 4) .. - - - - • - - - - - - • • - • - - - - • - • - - ....... - - 10 {c) Stage Discharge (not applicable to storage basins
(ii) by high rate infiltration on non -agriculturally inherent in land application systems ....................................... 5
managed sites (includes rotary distributors (d) Pumps ......... :........ _...... w_.____... _.._..... _..................... __..._._..... 3
and similar fixed nozzle systems) ..... _ ..... 4 (e) Stand -By Power Supply.................................................................. 3
(iii) by subsurface disposal (includes low pressure (f) Thermal Pollution Control Device ............................................. 3
pipe systems and gravity systems except at
plants consisting of septic tank and nitrifica-
tion lines only) ............ . • ......... • .. 4 TOTAL POINTS
(i) Microscreens.................................. 5
(j) Phosphorus Remo,/al by Biological Processes CLASSIFICATION
(See del. No. 26) 20
(k) Polishing Ponds - without aeration _ ..... 2 Class I .....--------
_------------------
________.__. 5 - 25 Points
with aeration ... _ _ ..... 5 C ass II._ ....................................._._ ....... 26 50 Points
(1) Post Aeration - cascade .............. G> Class III ._............................................. ..... 51- 65 Points
diffused or mechanical ... 5 Class IV .......................................... 66- Up Points
(m) Reverse Osmosis ............................... 5
(n) Sand or Mixed -Media Fillers - low rale ........... 2 Facilities having a rating of one .through four .points, inclusive,
high rate .......... 5 do not require a certified operator. Classification of all other
(o). Treatment processes for removal of metal or facilities requires a comparable grade operator in responsible
cyanide ... 15 charge.
(p) Treatment processes for removal of toxic
materials other than metal or cyanide .... _ .... 1 5 Facilities having aactivated sludge process will be assigned
a minimum classification of Class II.
_UDGETREATMENT Facilities having treatment processes for the removal of metal
(a) Sludge Digestion Tank - Heated ............... 10 or cyanide will be assigned a minimum classification of Class If.
Aerobic .... _ .... _ .... 5
Unheated....•....... - 3 Facilities having treatment processes for the biological removal
(b) Sludge Stabilization (chemical or thermal) ....... 5 of phosphorus will be assigned a minimum classification of Class
(c) Sludge Drying Beds - Gravity. . .. . ....... 2 I I l .
Vacuum Assisted ..:.... 5
(d) Sludge Elutrialion ............................. 5 In -plant processes and related control equipment which are an
(e) Sludge Conditioner (chemical or thermal) ........ 5 integral part of industrial production shall not be considered waste
(f) Sludge Thickener (gravity) . .................... treatment. Likewise, discharges of wastewater from residences
(g) Dissolved Air Flotation Unit having a design flow of 1.000 gpd or less, shall not be subject to
(not applicable to a unit rates as (3) 0 ......... 8 rating.
(h) Sludge Gas Utilization Jincluding gas storage) .... 2
(i) Sludge Holding Tank - Aerated....... . . .... . . . 5 ADDITIONAL COMMENTS:
Non -aerated ............ 2
(j) Sludge Incinerator - (not including activated
carbon regeneration) ..... 10
(k) Vacuum Filler, Centrifuge or Filler Press or other
similar dewalering devices ..................... 10
t) SLUDGE_ DISPOSAL (including incinerated ash)
(a) Lagoons ........................................ 2
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit ... 10
-by contracting to a land application operator who
holds the land application permit .............. .
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated ......... 10
(c) Landfilled (burial) ............................. 5
DISINFECTION
(a) Chlorination .............. . .............. -
(b) Dechlorination ...................... . . 5
(c) Ozone .............................. 5 ...
(d) Radiation-------------------------- 5
_- _ is
c
......,...-�_.

tate of North Carolin
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
December 31, 1993
Dr. Sheldon Marne
704 Oakland Street
Hendersonville, N.C. 28739
Subject: General Permit NCG550000
Cert. of Coverage NCG550028
Authorization to Construct
Office of Dr. Sheldon Marne
WWTF
Henderson County
Dear Dr. Marne:
In accordance with your application for an NPDES discharge permit received July 8, 1993 by the
Division, we are herewith forwarding the subject Certificate of Coverage under the state-NPDES general
permit for Single Family Domestic Units and one set of final approved plans and specifications.
Authorization is hereby granted for the construction and operation of a wastewater treatment system
consisting of a septic tank, recirculating sand filter, chlorine contact basin, and post aeration structure with
discharge of treated wastewater into Sweetwater Branch in the French Broad River Basin. This Certificate
of Coverage is issued pursuant to the requirements of North Carolina and the US Environmental
Protection Agency Memorandum of Agreement dated December 6, 1983 and as subsequently amended
If any parts, measurement frequencies or sampling requirements contained in this general permit
are unacceptable to you, you have the right to submit an individual permit application and letter requesting
coverage under an individual permit. Unless such demand is made, this decision shall be final and
binding. Please take notice this permit is not transferable. Part 11, EA. addresses the requirements to be
followed in case of change of ownership or control of this discharge.
The Authorization to Construct is issued in accordance with Part III, Paragraph 2 of NPDES
Permit No. NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are
constructed in accordance with the conditions and limitations specified in Permit No. NCG550000.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permitted shall take immediate corrective action, including those as may be required by this
Division,. such as the construction of additional or replacement wastewater treatment or disposal facilities.
The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that. an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 500/6�yc'ad/ 10% post -consumer paper

F%at No. NCG550000
Authorization to Construct
Dr. Sheldon Marne
December 31, 1993
Page 2
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, the Certificate of Coverage, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the facility.
The sand media of the recirculating sand filter must comply with the Division's sand specifications.
The engineer's certification will be evidence that this certification has been met.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hour per 1,000 gallons of
tank capacity. The engineer's certification will serve as proof of compliance with this condition.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be required by the Division of Environmental
Management or permits required by the Division of Land Resources, the Coastal Area Management Act or
any Federal or Local other governmental permit that may be required.
If you have any questions or need additional information, please contact Mr. Sean D. Goris,
telephone number 919/733-5083.
Sincerely,
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
Asheville Regional Office, Water Quality
t1
Gerald Haskins, Consulting Engineer

P'rmit No. NCG550000
Authorization to Construct
Dr. Sheldon Marne
December 31, 1993
Page 3
Engineer's Certification
. I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of the approved plans and specifications.
Signature
Date
Registration No.

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
CERTIFICATE OF COVERAGE
GENERAL PERMIT NO, NCG550028
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND OTHER
DISCHARGES WITH SIMILIAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Dr. Sheldon Marne
is hereby authorized to construct and operate a 300 GPD wastewater treatment facility consisting of a septic tank, a
recirculating sand filter, a tablet chlorinator, chlorine contact basin, post aeration, and associated appurtenances with
the discharge of treated wastewater from a facility located at
The Office Of Dr. Sheldon Marne
Hwy 280 and Sweetwater Road
Horseshoe'
Henderson County
to receiving waters designated as Sweetwater Branch in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV hereof.
This certificate of coverage shall become effective December 31,1993
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, December 31, 1993
c)r'jgjr,esd Slinncd ay
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

UNITED STA7
DEPARTMENT OF THr- INTERIOR
GEOLOGICAL SURVEY
Dr. Sheldon Marne
Discharge Point: 001
NPDES No.: NCG550028
LAT: 35122" 18"
LONG: 82135" 20"

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCES AND
OTHER DISCHARGES WITH SIMILIAR, CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended, this permit is hereby issued to all owners or operators, hereafter
permittees, which are covered by this permit as evidenced by receipt of a Certificate
of Coverage by the Environmental Management Commission to allow the discharge
of treated wastewater in accordance with the effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective September 15., 1993
This permit shall expire at midnight on July 31, 1997
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

PART I
A. Effluent Limitations and Monitoring Requirements Final NPDES Permit No. NCG550000
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge
from outfall(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below:
Effluent Characteristics
Discharge Limitation
Monitoring
Requirements
Monthly Average Daily Maximum
Measurement
Smple _
Sample
Frequency
Tie_
Location
Flow*
Annually
Estimate
Effluent
BOD, 5 day, 20°C
30.0 mg/1 45.0 mg/l
Annually
Grab
Effluent
Total Suspended Residue
30.0 mg/1 45.0 mg/1
Annually
Grab .
Effluent
Dissolved Oxygen (minimum)
** **
Annually
Grab
Effluent
Fecal Coliform (geometric mean)
200.0/100 ml 400.0/100m1
Annually
Grab
Effluent
Total Residual Chlorine***
*** ***
Annually
Grab
Effluent
Temperature
Annually
Grab
Effluent
* The design flow of this treatment.facility is less than or equal to 1,000 gallons per day.
** The daily average dissolved oxygen effluent concentration shall not be less
than 6.0 mg/1.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units for fresh surface water classifications. The
pH shall not be less than 6.8 standard units nor greater than 8.5 standard units for tidal salt water classifications.
The treatment system for existing systems shall consist of a septic tank, sand filter and disinfection. The treatment system for
new systems shall consist of a septic tank, dual sand filters or recirculating sand filters, disinfection and post aeration. The tablet
chlorinator and dechlorinator, if applicable,_ shall be inspected weekly to ensure there is an ample supply of chlorine tablets for
continuous disinfection of the effluent.
*** Facilities discharging into surface waters with the Trout Stream supplemental classification shall provide a demonstrated
alternate method of disinfection other than chlorination or provide dechlortnation if chlorine disinfection is utilized.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
The permittee shall be responsible for the following maintenance of the treatment system and shall maintain a record of the
maintenance activities:
#1. Septic tanks shall be maintained at all times to prevent seepage of sewage to the surface of the ground.
#2. Septic tanks need routine maintenance and shall be checked at least yearly to determine if solids need. to be removed or
other maintenance performed.
#3. Contents removed from septic tanks shall be disposed of at a location and in a manner approved by the state or local
agency.
THE PERMITTEE SHALL PROPERLY CONNECT TO AN OPERATIONAL PUBLICLY -OWNED WASTEWATER
COLLECTION SYSTEM WITHIN 180 DAYS OF ITS AVAILABILITY TO THE SITE.
Single Family Residence Domestic Discharge of less than 1,000 GPD

PART I
1. The permittee shall comply with Final E$luent Limitations specified for discharges
in accordance with the following schedule:
I
Permittee shall comply with Final Effluent Limitations by the effective date of the
permit unless specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to
operate the existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of
compliance, the permittee shall submit either a report of progress or, in the case of
specific actions being required by identified dates, a written notice of compliance or
noncompliance. In the latter case, the notice shall include the cause of
noncompliance, any remedial actions taken, and the probability of meeting the next
schedule requirements.
Page 1 of 16

PART II
STANDARD CONDITIONS FOR NPDES PERMITS
IPermit Issuing ho
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment,
Health and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
i
4. Permittee
Used herein means the entity who obtains coverage under this general permit by
subsequent issuance of a "Certificate of Coverage" by the Division of Environmental
Management.
5. Act or "the Act"
The Federal Water Pollution Control Act, also'known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
6. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on. which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or
measured during such month. It is therefore, an arithmetic mean found by adding
the weights of the pollutant found each day of the month and then dividing this sum
by the number of days the tests were reported. The limitation is identified as
"Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar week (Sunday - Saturday).on which
daily discharges are sampled . and measured, divided by the number of daily
discharges sampled and/or measured during such week. It is, therefore, an
arithmetic mean found by adding'the weights .of pollutants found each day of the
week and then dividing this sum by the number of days the tests were reported.
This limitation is identified as "Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged
during a calendar day. If only one. sample is taken during any calendar day the
weight of pollutant calculated from it is the "maximum daily discharge." This
limitation is.identified as "Daily Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar year on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or
measured during such year. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the .year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as "Annual
Average" in Part I of the permit.
Page 2 of 16

1PFPV
1i 7. - Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the
sum of the concentrations of all daily discharges sampled and/or measured during a
calendar month on which daily discharges are sampled and measured, divided by
the number of daily discharges sampled and/or measured during such month
(arithmetic mean of the daily concentration values). The daily concentration value
is equal to the concentration of a composite sample or in the case of grab samples is
the arithmetic mean (weighted by flow value) of all the samples collected during that
calendar day., The average monthly count for fecal coliform bacteria is the geometric
mean of the counts for samples collected during a calendar month. This limitation is
identified as "Monthly Average" under "Other Units" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a
calendar week (Sunday/Saturday) on which daily discharges are sampled and
measured divided by the number of daily discharges sampled and/or measured
during such week (arithmetic mean of the daily concentration values). The daily
concentration value is equal to the concentration of a composite sample or in the case
of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day. The average weekly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a calendar
week. This limitation is identified as "Weekly Average' under "Other Units" in Part
I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge
during a calendar day. If only one sample is taken during any calendar day the
concentration of pollutant calculated from it is the "Maximum Daily Concentration".
It is identified as "Daily Maximum" under "Other Units" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled, and/or measured during a
calendar year on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such year (arithmetic
mean of the daily concentration values). The daily concentration value is equal to
the concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during that
calendar day . The average yearly count for fecal coliform. bacteria is the geometric
mean of the counts for samples collected during a calendar year.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable
amount of dissolved oxygen required to be available in the effluent prior to
discharge averaged over a calendar day. If only one dissolved oxygen sample is
taken over a calendar day, the sample is considered to be the daily average
concentration" for the discharge. It is identified as "daily average" in the text of Part
I.
f. The quarterly average concentration is the average of all samples taken over a
calendar quarter. It is identified as "Quarterly Average Limitation" in the text of
Part I of the permit.
g: A calendar quarter is defined as one of the following distinct periods: January
through March, April through June, July through September, and October through
December.
Page 3 of 16

8. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean. of the total daily flows
recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of
sampling, when both the sample and flow will be representative of the total
discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility
which occurs continually without interruption throughout the operating hours of the
facility. Flow shall be monitored continually except for the infrequent times when
there may be no flow or for infrequent maintenance activities on the flow device.
9. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the
'time intervals between samples determined by a preset number of gallons passing
the sampling point. Flow measurement between sample intervals shall be
determined by use of a flow recorder and totalizer, and the present gallon interval
between sample collection fixed at no greater than 1/24 of the expected. total daily
flow at the treatment system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the. rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall
be no greater than once per hour, and the time interval between effluent grab
samples shall be no greater than once per hour except at wastewater treatment
systems having a detention time of greater than 24 hours. In such cases, effluent
grab samples may be collected at time intervals evenly spaced over the 24 hour
period which are equal in number of hours to the detention time of the system in
number of days. However, in no case may the time interval between effluent grab
samples be greater than six (6) hours nor the number of samples less than four (4)
during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a .period of time
. not exceeding 15 minutes; the grab sample can be taken manually.
10. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the
product of the individual values where N is equal to the number of individual
values. The geometric mean is equivalent to the antilog of the arithmetic mean of
the logarithms of the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1).
Page 4 of 16

c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective
flows.
11. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of
the next day. However, for purposes of this permit, any consecutive 24-hour period
that reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act..
13. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean
Water Act.
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit
noncompliance constitutes a violation of the Clean Water Act and is grounds for
enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application.
a. The permittee shall comply with effluent standards or prohibitions established
under section 307(a) of the Clean Water Act for toxic pollutants and with standards
for sewage sludge use or disposal established under section 405(d) of the Clean
Water Act within the time provided in the regulations that establish these
standards or prohibitions, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is
subject to a civil penalty not to exceed $25,000 per day for each violation.
Any person who negligently violates any permit condition is subject to criminal
penalties of $2,500 to $25,000 per day of violation, or imprisonment for not more
than 1 year, or both. Any person who knowingly violates permit conditions is subject
to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for
not more than 3 years, or both. Also, any person who violates a permit condition
may be assessed an administrative penalty not to exceed $10,000 per violation with
the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act
33 U.S.C. 1319 and 40 CFR 122.41 (a)].
c. Under state law, a daily civil penalty of not more than ten thousand dollars
($10,000) per violation may be assessed against any person who violates or fails to
act in accordance with the terms, conditions, or requirements of a permit. [Ref:
North Carolina General Statutes § 143-215.6 (A)].
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge
in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
Page 5 of 16

3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C.4.) and "Power
Failures" (Part II, C.7.), nothing in this permit shall be construed, to relieve the
permittee from any responsibilities, liabilities, or penalties for noncompliance
pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal
action or relieve the permittee from any responsibilities, liabilities, or penalties to
which the permittee is or may be subject to under NCGS 143-215.75 et-seq. or Section
311 of the Federal Act, 33 USG 1321. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective
compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or
personal property, or any exclusive privileges, nor does it authorize any injury to
private property or any invasion of personal rights, nor any infringement of Federal,
State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or
offshore physical structures or facilities or the undertaking of any work in any
navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the
application of such provision to other circumstances, and the remainder of this
permit, shall not be affected thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable
time, any information which the Permit Issuing Authority may request to determine
whether cause exists for modifying, revoking and reissuing, or terminating this
permit or to determine compliance with this permit. The permittee shall also
furnish to the Permit Issuing Authority upon request, copies of records required to be
kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the
expiration date of this permit, the permittee must apply for and obtain a new
permit.
10. Permit Termination
After public notice and opportunity for a hearing, the general permit and Certificates
of Coverage issued under this general permit may be terminated for cause.
Page 6 of 16

V
11. When an Individual Permit may be Required
The Division may require any owner authorized to discharge under this permit to
apply for and obtain an individual permit. Cases where an individual permit may
be required include, but are not limited to, the following:
(a) The discharger is a significant contributor of pollution.
(b) Conditions at the operating facility change altering the constituents and/or
characteristics of the discharge such that the discharge no longer qualifies for a
General Permit. -
(c) The discharge violates the terms or conditions of this permit.
(d) A change has occurred in the availability of demonstrated technology or practices for
the control or abatement of pollutants applicable to the point source.
(e) Effluent limitation guidelines are promulgated for the point sources covered by this
permit.
(f) A water quality management plan containing requirements applicable to such point
sources is approved after the issuance of this permit.
This permit may be terminated as to an individual owner for any of the reasons set
forth above after appropriate notice in accordance with N.C.G.S. 143-215.1.
12. When an Individual Permit may be Requested
Any permittee operating under this permit may request to be excluded from the
coverage of this permit by applying for an individual permit. When an individual
permit is issued to an owner the applicability of this general permit is automatically
terminated on the effective date of the individual permit. When a General Permit is
issued which applies to an owner already covered by an individual permit, such
permittee may request exclusion from the provisions of the General Permit and
subsequent coverage under an individual permit,
13. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority
shall be signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means: (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents
has been assigned or delegated to the manager in accordance with corporate
procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
Page 7 of 16
i

b. All reports required by the permit and other information requested by the Permit
Issuing Authority shall be signed by a person described above or by a duly
authorized representative of that person. A person is a duly authorized
representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position of
plant manager, operator of a well or well field, superintendent, a position of
equivalent responsibility, or an individual or position,having overall responsibility for
environmental matters for the company. (A duly authorized representative may thus
be either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. of this
section shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were
prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information
submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware that there are significant penalties for, submitting false information,
including the possibility of fines and imprisonment for knowing violations."
14. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The
filing of a request by the permittee for a permit modification, revocation and
reissuance, or termination, or a notification of planned changes or anticipated
noncompliance does not stay any permit condition.
15. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from
reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit as allowed by the laws, rules, and regulations contained in
Title 40, Code of Federal Regulations,. Parts 122 and 123; Title 15A of the North
Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General
Statute 143-215.1 et. al.
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible charge
(ORC) of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to or greater than the classification assigned to
the wastewater treatment facilities. The permittee shall. notify the Division's
Operator Training and Certification Unit within thirty days of - any .change in the
ORC status.
Page 8 of 16

2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or
used by the permittee to achieve compliance with the conditions of this permit.
Proper operation and maintenance also includes adequate laboratory controls and
appropriate quality assurance procedures. This provision requires the operation of
back-up or auxiliary facilities or similar systems which are installed by a permittee
only when the operation is necessary to achieve compliance with the conditions of the
permit. 1
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have
been necessary to halt or reduce the permitted activity in order to maintain
compliance with the condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a
treatment facility including the collection system, which is not a designed or
established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage
to the treatment facilities which causes them to become inoperable, or substantial
and permanent loss of natural resources which can reasonably be expected to occur
in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent
limitations to be exceeded, but only if it also is for essential maintenance to assure
efficient operation. These bypasses are not subject to the provisions of Paragraphs
c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated
bypass as required in Part II, E. 6. of this permit. (24-hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(a) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(b) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the exercise of reasonable engineering
Page 9 of 16

judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance; and
(c) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering
its -adverse affects, if the Permit Issuing Authority determines that it will meet the
three conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations because
of factors beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error, improperly designed
treatment facilities, inadequate treatment facilities, lack of preventive maintenance,
or careless or improper operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance
with such technology based permit effluent limitations if the requirements of
paragraph c. of this condition are met. No determination made during
administrative review of claims that noncompliance was caused by upset, and before
an action.for noncompliance, is final administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall
demonstrate, through properly signed, contemporaneous operating logs, or other
relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permitted facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of
this permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of
this permit. .
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of
an upset has the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of
treatment or control of wastewaters shall be disposed of in accordance with NCGS
143-215.1 and in a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States. The
permittee shall comply with all existing federal regulations governing the disposal of
sewage sludge. Upon promulgation of 40 CFR Part 503, any permit issued by the
Permit Issuing Authority for the disposal of sludge may be reopened and modified, or
revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503.
Page 10 of 16

The permittee shall comply with applicable 40 CFR Part 503 Standards for the Use
and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not modified to incorporate the requirement. The
permittee shall notify the Permit Issuing Authority of any significant change in its
sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by
DEM Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H,
.0124 Reliability, to prevent the discharge of untreated or inadequately treated
wastes during electrical power failures either by means of alternate power sources,
standby generators or retention of inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be
characteristic of the volume and nature of the permitted discharge. Samples
collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period which the sample represents.
All samples shall be taken at the monitoring points specified in this permit and,
unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water; or substance. Monitoring points shall not be changed
without notification to and the approval of the Permit Issuing Authority.
2. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to ensure the accuracy and reliability of
measurements of the volume of monitored discharges. The devices shall be
installed, calibrated and maintained to ensure that the accuracy of the
measurements are consistent with the accepted capability of that type of device.
Devices selected shall be capable of measuring flows with a maximum deviation of
less than 10% from the true discharge rates throughout the range of expected
discharge volumes. Once -through condenser cooling water flow which is monitored by
pump logs, or pump hour meters as specified in Part I of this permit and based on
the manufacturer's pump curves shall not be subject to this requirement.
3. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations
published pursuant to NCGS 143-215.63 et. seq., the Water and Air Quality
Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC
1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40
CFR 136. To meet the intent of the monitoring required by this permit, all test
procedures must produce minimum detection and reporting levels that are below the
permit discharge requirements and all data generated must be reported down to
the minimum detection or lower reporting level of the procedure. If no approved
methods are determined capable of achieving minimum detection and reporting
levels below permit discharge requirements, then the most sensitive (method with
the lowest possible detection and reporting level) approved method must be used.
4. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or
knowingly renders inaccurate, any monitoring device or method required to be
maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per
violation, or by both.
Page 11 of 16

5. Records Retention
The permittee shall retain records of all monitoring information, including all
calibration and maintenance records and all original strip chart recordings for
continuous monitoring instrumentation, copies of all reports required by this permit,
for a period of at least 3 years from the date of the sample, measurement, report or
application. This period may be extended by request of the Director at any time.
6. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit,
the permittee shall record the following information:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individuals) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
7. Inspection and Entry
The permittee shall allow the Director, or an authorized representative, upon the
presentation of credentials and other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or ,activity is located
or conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under
the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and
control equipment), practices, or operations regulated or required under this permit;
and
d. Sample or monitor at reasonable times, for the purposes of assuring permit
compliance or as otherwise authorized by the Clean Water Act, any substances or
parameters at any location.
SECTION E. REPORTING. REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of
this permit. The discharge of any pollutant identified in this permit more frequently
than or at a level in excess of that authorized shall constitute a violation of the
permit.
Page 12 of 16

i
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned
physical alterations or additions to the permitted facility. Notice is required only
when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the
quantity of pollutants discharged. This notification applies to pollutants which are
subject neither to effluent limitations in the permit, nor to notification requirements
under 40 CFR Part 122.42 (a) (1).
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with permit
requirements.
4. Transfers
This permit is not transferable to any person except after notice to and approval by
the Director. The Director may require modification or revocation and reissuance of
the permit and incorporating such other requirements as may be necessary under
the Clean Water Act.
5. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any, information
shall be provided orally within 24 hours from the time the permittee became aware
of the circumstances. A written submission shall also be providedwithin 5 days of
the time the permittee becomes aware of the circumstances.
The'written submission shall contain a description of the noncompliance, and its
cause; the period of noncompliance, including exact dates and times, and if the
noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence
of the noncompliance.
b. The following shall be included as information which must be reported within 24
hours under this paragraph.
(A) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(B) Any upset which exceeds any effluent limitation in the permit.
(C) Violation of a maximum daily discharge limitation for any of the pollutants listed by
the Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24
hours.
Page 13 of 16

6. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a
permit application, or submitted incorrect information in a permit application or in
any report to the Director, it shall promptly submitsuch facts or information.
7. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate
regional office of the Division as soon as possible, but in no case more than 24 hours
or on the next working day following the occurrence or first knowledge of the
occurrence of any of the following.
a. Any occurrence at the water pollution control facility which results in the discharge
of significant amounts of wastes which are abnormal in quantity or characteristic,
such as the dumping of the contents of a sludge digester; the known passage of a
slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical
failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-
pass directly to receiving waters without treatment of all or any portion of the
influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in
letter form within 5 days following first knowledge of the occurrence.
8. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section
308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the
terms shall be made available for public inspection at the offices of the Division of
Environmental Management or at the site of the discharge within a reasonable time
period, not to exceed five (5) days. As required by the Act, effluent data shall not be
considered confidential. Knowingly making any false statement on any such
report may result in the imposition of criminal penalties as provided for in NCGS
143-215.1(b)(2) or in Section 309 of the FederalAct.
9. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false
statement, representation, or certification in any record or other document
submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished
by a fine of not more than $10,000 per violation, or by imprisonment for not more
than two years per violation, or by both.
Page 14 of 16

1.
2.
3.
4
PART III
OTHER REQUIREMENTS
Previous Permits
All previous State water quality permits issued to this facility for this particular
discharge, whether for construction or operation or discharge, are hereby revoked by
issuance of this permit and subsequent issuance of a Certificate of Coverage: The
conditions, requirements, terms, and provisions of this permit authorizing discharge
under the National Pollutant Discharge Elimination System govern discharges from
this facility.
Construction
No construction of wastewater treatment facilities or additions thereto shall be
begun until Final Plans and Specifications have been submitted to the Division of
Environmental Management and approval has been granted by the Division. Design
and operation of facilities and/or treatment works shall be in accordance with the
application and supporting information. If facility deficiencies, design and/or
operational, are identified in the future which could affect the facility performance or
reliability, it is the responsibility of the permittee to correct such deficiencies.
Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge (ORC)
of the wastewater treatment facilities. Such operator must hold a certification of the
grade equivalent to or greater than the classification assigned to the wastewater
treatment facilities. The permittee shall notify the Division's Operator Training and
Certification Unit within five days of any change in the ORC status.
Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division. of
Environmental Management, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current
groundwater standards.
5. Limitations Reopener
This permit shall be modified or alternatively, revoked and reissued,A6,
any applicable effluent guideline or water quality standard issued or apl
Sections 302(b) (2) (c), and (d), 304(b) (2), and 307(a) (2) ,of the Clean
the effluent guideline or water quality standard so issued or approved;,.
a. contains different conditions or is otherwise more; ;stringent th",L)
limitation in the permit; except for, if a water quality standard for Dioku
and approved, this permit will be reopened or modified to reflect-�sdet
provided by 40 CFR 122.62 (c) (3)(i)(B); or V—
b. controls any pollutant not limited in the permit.
The permit as modified or reissued under this paragraph shall also
other requirements in the Act then applicable.
Page 15 of 16
ily with
i under
Act, if
as
,t
contain any

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
1. The permittee must pay the annual administering and compliance monitoring fee
within 30 (thirty) days after being billed by the Division. Failure to pay the fee in a
timely manner in accordance with 15A NCAC 2H .0105(b)(4) may cause this Division
to initiate action to revoke the Certificate of Coverage.
fl2930371N�
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Page 16 of 16 -

State of North Cc, _ ina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E:, Director
August 13, 1993
Dr. Sheldon Marne
704 Oakwood Street
Hendersonville, NC 28739
Subject: Application No. NCO083585
Dr. Sheldon Marne Office
Henderson County
Dr. Marne:
Per our conversation of August 12, 1993, please include in your Authorization to
Construct request a letter requesting a variance from the 50 foot buffer requirements for
treatment works and streams and confirmation that the treamient works will be protected
from the 100 year flood. As I mentioned, your permit has been placed on hold until the
Authorization to Construct request has been received by the Division. In the case of general
permits, the normal practice is to issue the permit and Authorization to Construct
concurrently.
cc: Paul White, Asheville Regional Office
Permit File No. NC0083585
S' rely,
oris
Environmental Engineer
Permits and Engineering Unit
C_��`L1 r
--
�U; AlIG 1 81993
SEG j 710 N i
FED 9 Jlli. 6F►-ICE
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 500/. recycled/ 10% post -consumer paper

SOC PRIORITY PROJECT: No
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTEN'.i'ION: Sean Goris
DATE: August 6, 1993
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Henderson
PERMIT NUMBER NCO083585
PART I - GENERAL INFORMATION
1. Facility and Address: Proposed: Dr. Sheldon Marne
Hwy 280 & Sweetwater Road
Horse Shoe, N. C. 28792
Current mailing address: 704 Oakland Street
Hendersonville, N. C. 28739
2. Date of Investigation: July 30, 1993
3. Report Prepared By: Paul White
4. Persons Contacted and Telephone Number.: Sheldon Marne
704-696-0800
5. Directions to'Site: Si-�.e is at the intersection of Sweetwater Road
(SR 1333) and Highway 280 1.8 miles 1;W of Mills River.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 22' 18" Longitude: 820 35' 20"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U:.S.G.S. Quad No. F8SE U.S.G.S. Quad Name Horse Shoe
J
7. Site size and expansion area consistent with application? yes
Yes No If No, explain:
Page ]

8. Topography (relationship to flood plan included): Flat, narrow
flood plain, may be in 100 year flood. Verification of protection
from 100 year flood should accompany design of treatment
facilities. Subsurface drain fi.el.d not approved due to soil
wetness. Western most corner of property may be wetland.
9. Location of nearest dwelling: >100 feet.
10. Receiving stream or affected surface waters: Sweetwater Branch.
a. Classification: WS-IV
b. River Basin and Subbasin No.: French Broad 04-03-03.
C. Describe receiving stream features and pertinent downstream
uses: Receiving stream is approximately 6 feet wide with a
rock bottom. It drains a compact watershed of approximately
0.8 square mile area with a relief of 480 feet. Upstream of
the proposed discharge is characterized by several narrow
drainages_ Downstream of th.e proposed discharge is rolling
agricultural land. Downstream uses include fish and wildlife
propagation and water supply. This is on the beginning of
the protected area for the proposed city of Asheville water
supply on the French Broad. River -
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.00024 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? none
C. Actual treatment capacity of the current facility (current
design capacity Proposed facility.
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
none
e. Please provide a description. of existing or substantially
constructed wastewater treatment facilities: n/a
f. Please provide a description of proposed wastewater treatment
facilities: If the facility is to be permitted under General
Permit No. NCG540000, treatment will have to be a septic
tank, dual sand filters or re<-i_.rculating. ..sand filters,
disinfection, and post aeration.
g. Possible toxic impacts to surface waters: Ammonia, chlorine,
cleaning chemicals, disinfectants, other materials used in
doctors offices.
Page 2

h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
2. Residuals handling and utilization./disposal scheme: None specified
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): I
.,
4. SIC Codes(s): 8043
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary ? Podiatrist's Office Secondary
Main Treatment Unit Code: 4607
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? no
2. Special monitoring or limitations (including toxicity) requests:
none
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate) none
Date
Sµbmission of Plans and. Specifications
'Begin Construction
Complete Construction
Page 3

4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluatA(-3.
Spray Irrigation: Insufficient area_
Connection to Regional Sewer System: clone available.
Subsurface: Not permittable on site. The adjacent 3 acres had for
sale sign when site visit was made. Upon discussion with Dr.
Marne and realtor, the previous owner had just sold the property
to the Tekavec's who plan to use total site and do not wish to
encumber. their property. See letter stating same. No other
property within a reasonable distance appears to be available.
Other disposal options:
5. Other Special Items:
FART IV - EVALUATION AND RECOMMENDATIONS
There are two potential problems with locating a treatment and
discharging system on this site -- flooding and meeting buffer
requirements given its small size. Plans for treatment' should
verify protection from 1.00 year flood. The proposed layout with
the application indicated that the treatment facility would meet
the 50 foot buffer requirement for property lines and surface
water. This should be considered in the building layout to avoid
conflict.
It is recommended that a permit be issued for the facility. We
have no objection to the use of General Permit Number NCG540000.
Si_ _ur_e of Report Preparer
Water Q alit Regional Supervisor
Date
Page 4

ARC PODIATRY CENTER
August 3, 1993
Water Quality Section
NC Dept. of Environment, Health
and Natural Resources
59 Woodfin Place
Asheville, NC 28801
SHELDON MARNE, D.P.M.
Diplomate American Board of Podiatric Surgery
704 Oakland Street
Hendersonville, NC 28739
Telephone: [phone]
Re: Being a portion of that property recorded in Deed Book
611 at Page 353 and being .98 acres as shown on plat by
Bill Bradley dated Job 92-98.
To Whom It May Concern:
There is no other land availab.le for a septic system.
We are not willing to encumber our property. We have plans
to utilize the total property.
Sincerely,
Scot Tekavec
r ^
tdf�a Tekavec
El AUG - 5 MW
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Mailing Address:
2-557A
County: l4&vDC--,(?5o(V Telephone: 70Y-6?/ -0$'A0
NPDES Permit No. NCOO ?35t5 I - 56S 9v000)
IssueDate: Expiration Date:
Existing Facility New Facility ?RoP05e-01
Rated By: , #/Tr, Date. -
Reviewed (Train. & Cert.) Reg. Office
Reviewed (I rain. & Cert.) Central Office
ORC Nv? S,,%a coApLerc- r NI Grade
Plant Class: (circle one) 0 II III
ON Ttz r_A?rA .t1r !Z Em ' eD
IV Total Points
13�1 &C-AfE/RWL
ITEM POINTS (5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(1) Industrial Pretreatment Units and/or
(i)Aeration - High Purity Oxygen System
20
Industrial Pretreatment Program
.....
Diffused Air System
1 0
(see definition No. 33)
(2) D��N FLOW OF PLANT IN GPD
4
...........
Mechanical Air, System (fixed,
(not applicable to non -con laminated cooling waters, sludge
floatingor rotor
a ) ' ' ' ' ' ' ' ' ' '
Separate Sludge Reaeration
8
handlingfacilities for water purification plants, totally
(ii) Trickling Filter
3
closed cycle systems (def. No. 11), and facilities
High Rate
consisting only of Item (4) (d) or Items (4) (d) and (11) (d))
.-........
Standard Rate
7
0 20,000 ..........................
1
...............
5
20.001 50,000..........................
2
Packed Tower ...............
(iii) Biological Aerated Filler or Aerated
5
50,001 -- 100,000............. ..
0,001 -- 0,000 .........................
3
4
Biological Filler . .....................
10
..........
2550
0,001 -- 500,000 .............. . ...........
5
(iv) Aerated Lagoons .....a............... .
1 0
500,001--1,000,000 ......... . ................
8
(v) Rotating Biological Contactors
10
1,000.001 -- 2,000.000 ....... . ................
10
..........
2,000,001 (and up) - rate 1 point additional for each
(vi) Sand Filters-
200,000 gpd capacity up to a
intermittent biological .
maximum of 30
Design Flow (gpd) 440
recirculating biological
3
(3) PRELIMINARY UNITS (see definition no. 32)
(vii) Stabilization Lagoons ...................
••
5
(a) Bar Screens ........... . ....................
1
(ix) Single stage system for combined
(b) Mechanical Screens, Static Screens or
Comminuting Devices ........
2
nitrogenous removal by nitrification
. .. .............
{c) Grit Removal ...............................
1
(see def. No. 12) (Points for this item
or
have to be in addition to items (5) (a)
(d) Mechanical or Aerated Grit Removal ...........
2
(i) through (5) (a) (viii) • • • • • • • • •
{x) Nutrient additions to enhance BOD
8
(e) Flow Measuring Device .......................
1
or
removal..............-•.-...-,•••.•.•,
5
(f) Instrumented Flow Measurement
2
(xi) Biological Culture ("Super Bugs") addition
..............
(g) Preaeration................................
2
to enhance organic compound removal .....
5
(b) Nitrogenous Stage
(h) Influent Flow -Equalization ...................
2
(i) Aeration - High Purity Oxygen System ....
20Diffused
(i) Grease or Oil Separators - Gravity ..........
2
Air System ...........
.fixed,
1 0
Mechanical ..........
3
Mechanical Air System
Dissolved Air Flotation.
8
floating, or rotor) ..... . • • • • • •
8
(j) Prechlorinalion ..............................
5
Separate Sludge Reaeration .....
—
3
(ii) Trickling Filter -
(4) PRIMARY TREATMENT UNITS
(a) Septi> wank (see definition no. 43) ..............
High Rate ..............
Standard Rate .....:......
7
5
(b) Imhoff Tank ..................................
5
Packed Tower ...........
(irr) Biological Aerated Filler or Aerated
5
(c) Primary Clarifiers . . ..........................
S
Biological Filter
10
(d) Settling Ponds or Settling Tanks for Inorganic
.... - .... - - ....... -
(vRotating Biological Contactors
10
Non -toxic Materials (sludge handling facilities
............
(v) - "Sand Filler -
for water purification plants, sand, gravel,
stone, and other mining operations except
intermittent biological
2
recreational activities such as gem or gold
recirculating biological
9 9 • . . • . • -
(vi) Clarifier
3
mining) ......................................
2
................................
5

AOVAP!CH) I lit A I t ."i fll ;;::I I
�1 2;H(-r-:�!r;hl_ /�Rfil I I%?h. .,,,,lE:f� () (Seedr.I�nu�on ;Jo it
C;rrhon llerf
(not i:f7f,ll(:;i 111 . t(1 C.I1 '_.f ilr •I :i (fdlllo n': f al-i :I'. iif,:II
fe ener oiorl .:
.vilh e;ubon regeneration .... ...
� ..
{3) (1). (Yi). (6) (a). (6) (b). (/) (1)). (1) (e).
Poi riered or Granular Activated Carl on Fer,.,
(9) (a). (2) (b), of (9) (e) S points e ;ch: List
­,ithoul carbon regeneration ...............-------
with carbon regeneration .............. .
— -- 5
(c)
Ai: stripping .............................
- — ----- - — 5
(d)
Denitrification Process (separate process) . . . . .
1 0
' . 5
(e)
E-lectrodialysis ..............................
5
(11) MISCELLANEOUS UNITS
(I)
Foam Separation ..............................
5
(a) Holding Ponds, Holding Tanks or Settling Ponds
(g)
Ion Exchange ................................
5
for Organic or Toxic Materials including wastes
(h)
Land Application of Treated Effluent
from mining operations containing nitrogen and/or
(see definition no. 22b) (not applicable for
phosphorous compounds in amounts significantly
sand, gravel, stone and other similar mining
greater than is common for domestic wastewater .......... 4
operations)
(b) Effluent Flow Equalization (not applicable to storage
W on agriculturally managed sites (See def.
basins which are inherent in land application systems). 2
No. 4)...................................
1 0
(c) Stage Discharge (not applicable to storage basins
(ii) by high rate infiltration on non -agriculturally
inherent in land application systems ....................................... 5
managed sites (includes rotary distributors
(d) Pumps ......... :...................................................•--................................... 3
and similar fixed nozzle systems) ....... • ..
4
(e) Stand -By Power Supply.................................................................. 3
(iii) by subsurface disposal (includes low pressure
(1) Thermal Pollution Control Device ............................................. 3
pipe systems and gravity systems except at
plants consisting of septic lan:t and nitrifica-
tion lines only) .............................
4
TOTAL POINTS
W
Microscreens..................................
5
(j)
Phosphorus Remo-ial by Biological Processes
CLASSIFICATION
(k)
(See def. No. 26) ............................
Polishing Ponds - without aeration .......
20
2
Class I . ........................................................ 5 - 25 Points
with aeration ..........
S
C ass II ........................................................ 26- 50 Points
(1)
Post Aeration - cascade ..............
Class Ill............... ......... 51- 65 Points
diffused or mechanical ...
5
Class IV ........................................................ 66- Up Points
(m)
Reverse Osmosis ...............................
5
(n)
Sand or Mixed -Media Fillers - low rate ...........
2
Facilities having a rating of one through four points, inclusive,
high rate ..........
5
do not require a certified operator. Classification of all other
(o)
Treatment processes for removal of metal or
facilities requires a comparable grade operator in responsible
cyanide ....................................
15
charge.
(p)
Treatment processes for removal of toxic
materials other than metal or cyanide .........
1 5
Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
UDGE TREATMENT
(a)
Sludge Digestion Tank - Heated ...............
10
Aerobic ...............
5
Unheated.. .......
3
(b)
Sludge Stabilization (chemical or thermal) .... ...
5
(c)
Sludge Drying Beds - Gravity .................
2
Vacuum Assisted .......
5
(d)
Sludge Elulrialion .............................
5
(e)
Sludge Conditioner (chemical or thermal) ........
5
(f)
Sludge Thickener (gravity) ......................
5
(g)
Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i) .........
8
(h)
Sludge Gas Utilization (including gas storage) .. ..
2
(i)
Sfudge Holding Tank - Aerated ................
5
Non -aerated . _ ..........
2
(j)
Sludge Incineralor - (not including activated
carbon regeneration) .....
10
(k)
Vacuum Filler, Centrifuge or Filler Press or other
similar dewalering devices ....................
10
SLUDGE DISPOSAL (including incinerated ash)
(a) Lagoons ........................................
2
(b)
Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit . ..
10
-by contracting to a land application operator who
holds the land application permit ...............
40
-land ,ppjication of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated . - .......
10
(c)
Landfilled (burial) .............................
5
DISINFECTION
O
(a)
Chlorination .............................
(b)
Dechlorinalion ........................
5
(c)
Ozone ..............................
5
(d)
Radiation ..........................
5
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
Ifl.
In -plant processes and related control equipment which are an
integral part of industrial production shall not be considered waste
treatment. Likewise, discharges of wastewater from residences
having a design flow of 1,000 gpd or less, shall not be subject to
rating.
ADDITIONAL COMMENTS:

~State of North Carolin
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 2, 1993
Dr. Sheldon Marne
704 Oakwood Street
Hendersonville, NC 28739
.Z4
I DEHNR
Subject: Application No. NCO083585
Additional Information Request
Dr. Sheldon Marne Office
Henderson County
Dr. Marne:
Upon further review of the subject application the Division has determined that other options
beyond discharging to Sweetwater Creek maybe available. For example, the 3.10 acre tract on the other
side of the creek may be available for an infiltration system. The Division requests that an engineering
economic alternatives analysis be submitted. Please see the enclosed document entitled Guidance For
Evaluation Of Wastewater Disposal Alternatives for guidance in preparing the alternatives analysis.
Review of the subject application cannot be completed until this report is submitted
In addition, please hold any requests for an Authorization To Construct until it has been determined
that discharging into Sweetwater Creek is the most viable option.
Refer to the subject permit application number when providing the requested information. Please
submit four copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before September 2, 1993 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208 (e).
If you have any questions on this matter, please call me at 919/ 733-5083, extension 516.
cc: Paul White, Asheville Regional Office
Permit File NCO083585
ncerely,
. Goris
Environmental Engineer
AUG - 4 1993
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper .

State of North Cap v,na
Department',of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Dr. Sheldon Marne
704 Oakwood Street
Hendersonville, NC 28739
Dear Dr. Marne:
AM
I DEHNF-1
July 30, 1993
Subject: NPDES Application No. NCO083585
Dr. Sheldon Marne Office
Henderson County
I was mistaken on a few of the points we had discussed during our conversation of
July 29,1993. The discharge you propose would be covered under General Permit Number
NCG540000. Therefore instead of receiving an individual NPDES permit, you would
receive a Certificate of Coverage which states that your discharge must comply with the
requirements of the general permit. Obtaining coverage under the general permit does not
require a waste load allocation to be processed, but it does require approval from our
regional office. Once the regional office gives it's approval of the proposed discharge then
coverage under the general permit maybe granted based on the review of the Permits and
Engineering Staff. Please note that if the discharge is into a stream designated as a
watershed then approval from the Division of Environmental Health is also required.
In the case of General Permits, the Authorization to Construct and permit application
process are done simultaneously, therefore, an Authorization to Construct request should be
submitted as soon as possible. This request should be accompanied by complete plans and
specifications, signed and sealed by a Professional Engineer registered in the State Of North
Carolina, of the treatment system you propose and a $100.00 processing fee. I have
highlighted the area in your copy of the general permit which provides guidance on the
minimum standards for design. I have also enclosed a document entitled Single Family -
Residence WWTF RMuirements, this document will provide further information on design
standards.
If you have further questions regarding this matter, please call me at [phone].
ncerely, C
tl�
Sean . Goris
vironmental Engineer
Permits and Engineering U
cc: Permit File NC0083585
AUG 2 - 1993
Paul White, Asheville Regional Office
WATER ®®UALITY SECTION
ASHEVILLE REGIONAL OFFICE
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FA IJT97- 379M---------
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

rate of North Carina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Dr. Sheldon Marne
704 Oakland Street
Hendersonville, NC 28739
Dear Dr. Marne
July 19, 1993
.Subject: NPDES Permit Application
NPDES Permit NO.NCO083585
Henderson
County
This is to acknowledge receipt of the following documents on July 81 1993:-
Application Form
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
Application Processing Fee of $240.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other ,
The items checked below are needed before review can begin:
Application Form ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other
JUL 2 11993
VVUER QU LIP, SECT ION
ASFIEVIUE REGIOi AL OFFICE '
P.O; Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

)lication is not made complete within thirty (30) days, it will be
-o you and -may be resubmitted when complete.
This application has been assigned to Sean Goris
(919/733-5083) of our Permits Unit for review. You will e advised ot any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If.you have any questions regarding this applications,
please contact the review person listed abov
S'ncerely,
&rL--7
CC: Asheville Regional Office H . Sullins, P . E .

N. C. DEPARTMENT OF ENVIRONMENT, HEALTH & NATURAL RESOURCES
ENVIRONMENTAL MANAGEMENT COM1iISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT TORN D FOR APPLICATION NUMBER
AGENCV 21- �6L �5-
to be filed ouly by services, t4iolesale and retail trade, USE DATE R[(.LlVjf)
and other commzercial establishments including vessels 7 o g/_j
YEAR PrO, DAY
Do not attempt to complete this formwithout reading the accomoanying instructions eayo - 0 0
Please print or typo C=0fD
1. Name., address, and telephone number of facility producing discharge
A. Name el" 1r1` I
B. Street address
C, C i ty
U.
.E . County F. ZIP—_
G. Telephone No.
Area
Code
2, SIC [=
(Leave blank)
3. Number of employees
4. Nature of business
5. (a) Check here if discharge occurs all yearfj, or
(b) Check the month(s) dischatTe occurs:
1. 0 January &Webruary 3.13 W-arch 4.13 Apr I I S. 0 Kv,
6.13 June 7. Wuly 8. 0 August 9. 0 septmmba 7. 10. a October
I I . a Novmber 12. o De c mims r
W How many days per week: 1-11
1.01 2.132-3 3.64-5 4.0-6-7
6. Types of waste water discharged to surface waters only (Check as; aDplicable)
Discharge per
operating day
A. Sanitary, daily
average
B. Cooling water, etc.,
daily average
C. Other discharge(s),
daily average;
Specify
D. Maximum per operat-
ing day for combined
discharge (all types)
FIMI, gallons Per operating day,
'2 '/o
N c) I I'
if, o I - - -
5600-s999 I lO'OW-
49,9
(3)
Vol = treated before
discharging (percent)
so ®Gw I POW, 0. )- 30-
co1 65- 1 95-
or re 29.9 64.9 94.9 100
(5) (6) (7) 1 . (8) (9) (10)

7. 'if any of the types Of t-685tc- identified in item 6, either treated or un-
treated, drG discharged tat places other then surface waters, check tv,,Icw
as applicable.
waste water is discharged to: 0.1-999 IGM-4999
T"
1 (1) 1 (2)
A. Municipal Sewer 'vYsteffl
11. Unfiersvound wall
C. Septic tank
D. Evaporation lagoon or pond
E. Other, specify:
0 /z. t� k,
8. Number partite discharge proints:
A Ile B. E32-3 C.a 4-5 0. a 6 or more
9. Hane of receiving water or eaters
SOM-9999 � 10,000-49.M 150.000 or v.,*re
(3) 1 (4) (5)
10. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances jpAL ,g as a result of your operations,
activities, or processes. ==18, CYCRIde, OIMIMQ� berYlliez-0, CadIlump
chromium, copper, lead, warcun,. nickel, SOOAILM, 918C,, 020012, Oil &Rd
grease, and chlorine re ideal).
A. C3 yes 0. beno
I certify that I aw, familiar with U* Informtjon coiAtained in the applicatirA and
that to the best of my knowledge and belief such Inforvatien is tvve, cczplete, nad
accurate.
Printed Name of Person Signing
_Q_G0_ _0
Title
A A
Date Application Signed
of Applkarat
0
-th Carolina General Statute 143-215.6 (b) (2) provides that: Aiiy person uho knowing1v makt.as
false statement representation, or 'record D report, plan,
other document files or required to be maintained undar Article 21 or regulations of the
rironmental Management Commission impjgm0ui;jng that Article, or uho falsifies,. hers w±th,
knm7ly renders inaccurate any.recording or wniiaB tor4pvice or method required,to be
:rated or mainta,ned under krt;[ale 2.1-.-air regulatialais-of the Environmental Hager CO-Lmis--,i"r
;Iementing that Atticle, A misdemeanor punishable by a -,fine not to exceed
),000, or by imprisonmrsat-ubt to exceed six months, or by both. (18 U.S.C. Section 1001 prov:_1
)unisllment by a fine oF'not more than $10,000 or imprisonment not more than 5 years, or both,
. a similar. offense.)

Subject: Disapproval of Property for standard sewer system located
at intersection of Sweetwater Road and Highway 280 op right
headed toward Brevard. See attached Henderson County Health
permit number 21327
To: X.C. Department of Enviroment, Health and Natural Resources
Environmental Managem;ent Commision
National Pollutant Discharge Elimination System
Attention: Paul White
The above property dia not pass the perk test for a standard sewer
system. Therefore a discharge permit to Sweetwater Creek is -necessary
to use this land.
The intended use of this land is for a Podiatrist's office. The
amount of generated discharge is estimated from your tables as
follows: It is an office with a doctor and two employees; from the
chart at 25 gallons per employee this amounts to 75 gallons. Since
there is no. specific defination for medical offices and patients I
used the barber shop at 50 gallons per chair or in this case 50
gallons per treatment room and with three rooms this amounts to 150
gallons. Since this amounts to 225 gallons I used 240 as a rounded
figure.
As shown by the attached let -ter there is no land available to pump
sewage to. The closest sewage treatment area is Brevard, N.C., .
approximately 10 miles away. There is no anticapitated sewer system
for Henderson County in this area either.
Due to the,low gallonage.a sand filter system would best suit the
need,
The permit application and fee are enclosed.
Yours respectfuly,
Gerald Haskins
V
%

HENDERSON COUNTY LLTH DEPARTMENT FOR CON' EATIONAL SYSTEM,
SEPTIC TANK SYSTErA 1--.. -. 10VEMENTS PERFAIT
PERMIT HUMBER
Cad 692-4228 between 8 a.rn. - 4:30 p.m.
FOR COMPLETION PERMIT Call Setvveen 7:30 a.m. - 8:30 a.m. NO. - 21327
This permit is issued by the Henderson County Health Department to construct W1 4 �j A'
and install the work hereby described. The Construction shall be made in compliance
v; i th the NC Division of Environmental Health Laws and Rules for Ground PIN 0
-7
Absorption Sep/age Treatment and Disposal Systems and Ujis permit. q � �e -p - 177
r � e
Ap ve
Owner 1)wiAAJ
i I �3oti Date—q ......
Disapproved,
Building
New Construction
Repairs I II
i.c.cation Pre -Existing Tank
Addition El
Notify, department in advance for any
changesneeded
.
H01-ise Mobile, Horne I Zoning'regulations may be in effect in your
area, before proceeding with 'construction
No. B e d r o o rn s Design Flow GPD.--.. check with the Henderson County Zoning
Officer or Inspection Department.
Haseinel-il Yes Nolw_ Basement Plumbing Yes No
water Supply - Community City 0 ,jAclivi a'u6i Permit valid for.5 years from date of issuance.',
Slop Rppairs to belcompletErdwithinthirbet Sve
11 (30) days.
Max. Treric!j.&0V0M Cie I i
r,.n k S2; z E, Drain Field Sq. Ft. FTT7�
-ine Depth _J Inches Applic. Rate ISSU
By ENTAL HEALTh Opt.CIALIST
; E,IVIRCM
VALID ONLY FOB USE AS PRESCRIBED ABOVE
DRAWING NO -�-TO SCALE'
J By
7V
T:6e) ?::N rAj
vzv R R-0,1A. A
I/Q)
u rs b, 9j Ai U yze
ItAAAJ A-z-ftP-t=�c���! ;1i1' .
I.J
J
rl

Mrs. Vivian D. McCrary
202 Huffmaster Street
Rogersville, TN 37857
May 4, 1993
Water Quality Section
NC Dept. of Environment, Health
and Natural Resources
59 Woodfin Place t
Asheville, NC 28801
Re: Being a portion of that property recorde(� in Deed Book 6.11 at Page
353 and being .98 acres as shown on plat by Bill Bradley dated Job 92-98.
Dear Sir/Madam,
There is no other land available for septic, system.
Vivian D. McCrary, , r
TENNESSEE
COUNTY OF HAWKINS
I, Sr2ACY L. HICIQ4AN a Notary Public of said
_- Coun_ty and State, do hereby certify that Vivian D. McCrary,
appeared before me this day.and acknowledged the due execution rofrthe
y
foregoing instrument. ,1
WITNESS my hand and notarial seal,
this 1 a day; ,c' �,��'t'y�a. �`:.•"1�-�����,�!;C,r_�,_..
My Commission expires:.p/ -a

( :,3
rIED TD SURVEY FOR poR3'SR MC'CRQRY
S Y ,y. A SH V/d R rH
m ` In;
47
• � � - � �v, Off;-
-
15
t
teaN -

3919
620 OOC
FEET
39i8
SQL
391
I
Im
0

HENDERSON COUNTY LTH DEPARTMENT
SEPTIC TANK SYSTEM IMPROVEMENTS PERMIT
Call 692-4228 between 8 a.m. - 4:30 p.m.
FOR COMPLETION PERMIT Call Between 7:30 a.m. - 8:30 a.m. .
This permit is issued by the Henderson County Health Department to construct
and install the work hereby described. The construction shall be made in compliance
with the NC Division of Environmental Health Laws and Rules for Ground
Absorption Sewage Treatment and Disposal Systems and this permit.
Owner V � V M) i� t 64- l) Y Date Li— 26— t 5
Building Contractor
Lot # -Development _
Location
P30 60IRA C+ clCT c71 U
House ❑ Mobile Home ❑ ��r noCr-'ZS
No. Bedrooms JVA Design Flow GPD— JUG
Basement Yes ❑ No IX
Basement Plumbing Yes ❑ No
Water Supply - Community El City ❑ Individual)K
Lot Size --_— L') ' T: _ Slope G s
Tank Size.— A -)A _Drain Field_ /U Sq. Ft.
Stone Depth—_ tL` � Inches Applic. Rate —
VALID ONLY FOW USE AS PRESCRIBED ABOVE
Received B �� . - - -- -- --- -- -
FOR CONVENTIONAL SYSTEMS
WI #
PERMIT NUMBER
N° 21327
/i A
PIN #
Ar
Disapproved
New Construction ❑
Repairs ❑'
Pre -Existing Tank ❑
Addition ❑
Notify department in advance for any
changes needed.
Zoning regulations may be in effect :n your
area, before proceeding with construction,
check with the Henderson County Zoning
Officer or Inspection Department.
Permit valid for 5 years from date of issuance.
Repairs to becompleted within thirty (30) days.
Max. Trenc tom Depth _
Issue By:----'.
E VIRONMENTAL HEALT
DRAWING NO
;�1 l _11 AT�-�_RO V PT*_- 1' U G7` `T� 5� c u� txJ��,5 CO tJ A C_�Al
t�ER4UL CST C
—
/Vtl�, {CAUL WHtT--- _213<f
���
v �
i
IALIST
TO SCALE
C POf��
!`
AUG 9 1993
vE uTi[ ;n

Mrs. Vivian D. McCrary
202 Huffmaster Street
Rogersville, TN 37857
May 4, 1993
Water Quality Section
NC Dept. of Environment, Health
and Natural Resources
59 Wood.fin Place
Asheville, NC 28801
Re: Being a portion of that property recorded in Deed Book 611 at Page
353 and being .98 acres as shown on plat by Bill Bradley dated Job 92-98.
Dear Sir/Madam,
There is no other land available for septic system.
Vivian D. McCrary, OdAer
TENNESSEE
COUNTY OF HAWKINS
I, STACY L. HICKMAN
County and State, do hereby certif th ' a Notary Public said
y at Vivian D. McCrary, personally
nally
appeared before me this day and acknowledged the due execution of the
foregoing instrument.
WITNESS my hand and notarial seal this day `'"`�' ✓"` `
�a : 56,;'�)a.X�� •1-�93.
, .. .e.:. . a..,�,. .
Hy Commission expires: 0&-a3:9&—
-j�mzary
i c rt

ABC PODIATRY CENTER
August 3, 1993
Water Quality Section
NC Dept. of Environment-, Health
and Natural Resources
59 Woodfin Place
Asheville, NC 28801
SHELDON MARNE, D.P.M.
Diplomate American -Board o/ Podiatric Surgery
704 Oakland Strut
Hendersonville, NC 28739
Telephone: [phone]
Re: Being a portion of that property recorded in Deed Book
611 at Page 353 and being .98 acres as shown on .plat by
Bill Bradley dated Job 92-98.
To Whom It May Concern:
There is no other,land available for a septic system.
We are not willing to encumber our property.
to utilize the total property.
Since ely,
_
Sc ekavec
Li Tekavec
We have plans
9

a ei IIISA
YREALTY INC.
• P. O. BOX 1923 • HENDERSONVILLE, N. C. 28793
JAMES M. EDNEY, President . TELEPHONE [phone]
August 3, 1993
Dr. Sheldon Marne
740 Oakland Street
Hendersonville, NC 28739
Dear Dr. Marne:
In reference to the property on the east side adjoining
the property you are proposing to buy at the corner of
Sweetwater Road and Highway 280, I am witing,to let you
know that this property has been sold to Scott and Lisa
Tekavec.
This property was not; and still is not available for
septic tank purposes„
If you have any questions, please call me.
Sincerely,
9�1'
James M. Edney
I
® Residential • Industrial • Commercial • Acreage
REALTOR� i
1
HMLS

a E', ,5 1- 0
I - Of F-M-2" sewer system located
a. t I n C,,�&,:-. 4- ridn Of Sweetwater Road and Highway 280 op right
-, , L
headed tow,ard Brevard.
See. attached Henderson County Health
permit number 21327
To: N.C. Department of Enviroment, HE_,::Alti- ,.ilri Natural Resources
Envir-on-r.,ental. Manap-em; e lit.
7 Na 1; 1 ona I Poll. 112, t a.,nt 2. mi 'I c`1 j:-
Attention- Paul Whi_-t:.7.,
The above property et.4,d' not pass the ,)erk test f;-,3r a standard sewer
!. ystem. Therefore- a
to uz-ae this "and. C,' ,,eriTAt tL) or Creek is. -necessary
intendf-*ed u. e of thi-,:. la -rid is -FO1_ 4" t z - I -,, t f f J. c e The
amount of genteraied c.iti.c3laT sae a ec �Irolrl your tables as
is T, t i IM
follows: It i_= an Off ir-z,e with *�' d I -cctc:)r ar',` tWO e.-mp`aye -s; from the
chart at 25 gallons pe,!. :yjpL e this to 7`gallons, Since
i
there is no specif ic defination for, nedlc.'.il and i:)atients I
'used the barlber slop at 5) Ec- ', ' .j J. 1 0 'I'IS e r c, h, _n. I r- f in t is s case 50
vallons per treatmerit room e-_nt! eii'Ch thrt:e r.C.jDrjj-::- thi.- amounts to 150
Gallon! = S i n c e t hi 1 TlCJu11t o ;�` 2 15, ga 1 1 121 Y d 240 as a rounded
f io-urfa'.
As shown by the attached letter there i no 'Lind available -to pump
sewage to. The closest sewage treatment area is Brevard, N.1-
,. S
approximately 10 miles away. There is 1-10 :wnticapitated sewer systera
for Henderso*xi County in this area either.
Due to the low gallonage a _-_,-ujjtj. filt . er system, Would best suit the
need.
The permit applicatl.'On and fee are e n,,: '':j� os e d
Yours rep-tfully,
Gera ld Haskins

ABC PODIATRY CENTER
SHF -DON MARNE, D.P.M.
DiPlomate American Board of Podiatric Surgery
704 Oakland Street
Hendersonville, NC 28739
Telephone: [phone]
August 6, 1993
Paul White
c/o Water Quality Section
NC Dept. of Environment, Health
and Natural Resources
59 Woodfin Place
Asheville, NC 28801
re: NPDES App. No. NC 0083585
To Whom It May Concern:
In addition to the affixed letters from the prior owner
of the 3.1 acres to the east the present owner, the
realtor, and the professional engineer, Gerald Haskins
this should be construed as a cost analysis:
1. The Henderson County Dept. of Health has stipulated
that this property cannot have a conventional septic
system.
2. The city of Brevard sewer system is at least ten
miles west of the property, and at ($10.00) ten
dollars per foot of sewer pipe the cost would be
over ($520,000) five hundred twenty thousand dollars.
3. There is no land to be rented or purchased to
utilized as a drain field.
4. If the property to the east would be made avaliabe
it would be cost prohibitive to this user as a
drain field. I+ would require a pumping station
and again there is no land avaliable.
In conclusion there is no option avaliable other than the
sand filtration and discharge into Sweetwater Creek.
I am in the process to take the certified waste water
treatment plant operator class 1 examine.
Th f your prompt consideration.
Sheldon Marne, DPM
SM/jb

is
SubJect:.: Disapproval of Property for standard sewer systam
at intersecticin of Sweetwater Roi--id aFid-Highway28Gi1 ',{
'hqaded toward Brevard. See at tac4e d-;! He er, ind on j!
permiti number 211327.
of EnviromentHe . alth
"T'd IT, C. Department,
and
atural", Re
r� Environmental Manage in"; 6nt Commi'sibn
a -t labn Elimination --SYS
=Mt.
-.V
0 Ell"Alov 1-and.-
op
04, The intended use of this land is f.-br a :Pod:iat`i- ist s' off
"APPP,�ti[", of t, d. a
-r-r.ov pip
generated dischargiezis r! t .�% .: . . st�Ama P . , p
-J!jo, . ......
l!!
! 15.0 It fkn officelydth"
a doctor.:Ond , t wio' `, loye
art_ ;it 25 allons p' r
e ployee thi,s am'ounits'll, t, 5
tiiQre ,is no specific defination for medical offi.
g ces-and pa
usdd--tbe barber shop at 50 gallons per chz!)-!.r or in this: case:,
ga 11 ons per treatment room and with three t' 0 oms this amoun sT
I I
9 9 11. o n s. Since this amounts to 225 gallons I 'u1sed 240'as' 4 r I
1gurej
I TA
ft 4�"�
_4
,
need The permit applicatiov.1'and fee are e enclosed.
q
x:1
Yours= r.eLsipectfully,
Cie,I'cal-d,
F 'n
SubJect:.: Disapproval of Property for standard sewer systam
at intersecticin of Sweetwater Roi--id aFid-Highway28Gi1 ',{
'hqaded toward Brevard. See at tac4e d-;! He er, ind on j!
permiti number 211327.
of EnviromentHe . alth
"T'd IT, C. Department,
and
atural", Re
r� Environmental Manage in"; 6nt Commi'sibn
a -t labn Elimination --SYS
=Mt.
-.V
0 Ell"Alov 1-and.-
op
04, The intended use of this land is f.-br a :Pod:iat`i- ist s' off
"APPP,�ti[", of t, d. a
-r-r.ov pip
generated dischargiezis r! t .�% .: . . st�Ama P . , p
-J!jo, . ......
l!!
! 15.0 It fkn officelydth"
a doctor.:Ond , t wio' `, loye
art_ ;it 25 allons p' r
e ployee thi,s am'ounits'll, t, 5
tiiQre ,is no specific defination for medical offi.
g ces-and pa
usdd--tbe barber shop at 50 gallons per chz!)-!.r or in this: case:,
ga 11 ons per treatment room and with three t' 0 oms this amoun sT
I I
9 9 11. o n s. Since this amounts to 225 gallons I 'u1sed 240'as' 4 r I
1gurej
I TA
ft 4�"�
_4
,
need The permit applicatiov.1'and fee are e enclosed.
q
x:1
Yours= r.eLsipectfully,
Cie,I'cal-d,
F 'n

ABC PODIATRY CENTER
SHELDON MARNE, D.P.M.
Diplomate American Board o/ Paatric Surgery
704 Oaldand Street
August 3 , 1993 Hendersonville, NC 28739
Telephone: [phone]
Water Quality Section
NC Dept. oP Environment, flcalth
and Natural Resources
59 Woodfin Place
Asheville, NC 28801
Re: Being a portion of that property recorded in Deed Book
611 at Page 353 and being .98 acres as shown on plat by
Bill Bradlay dated Job 92-98.
To Whom It May Concern:-
Since ely,
Sc ekavec
Lisa Tekavec

g
�3ilia VJt(/WS'W REALTY INC.
432 N. • P. O. BOX 1923 • HENDERSONVILLE, {.. C. 28793
JAMES M. EDNEY, President • TELEPHONE [phone] •800-438-1381
August 3, 1993
Dr. Sheldon Marne
740 Oakland Street
Hendersonville, NC 28739
Dear Dr. Marne:
In reference to the property on the east side adjoining
the property you are proposing to buy at the corner of
Sweetwater Road and Highway 280, I am writing to let you
know that this property has been sold to Scott and Lisa
Tekavec.
If you have any questions, please call me.
Sincerely,
"M' E�
James M. Edney 1
113. Residential • Industrial • Commercial • Acreage HMLS
REALTOR

Assumption or trans his, if any, shall be:
(d) $ 12 50O OO the balance of the purchase price in cash at closing.
4. CONDITIONS: (State N/A in each blank of paragraph 4(a) and 4(b) that is not a condition to this contract.) effective through the date of closing,
(a)'I he Buyer must be able to obtain a firm rnmmiunenl o•t or before -- - _ for term of _— __-- year(s), at an interest
i;,,in ut thr ln'ini il,al anunnu „f S _ .._._ ° `
for a -- - - ---'- of Elie loan amount. Buyer agrees to use his best
r" u•r annum. nu;n,�:�gt• Iran discount puims n;n n, cxr ecd __------ /o
rate not to exceed -- ir, i
u� atleisr S,•I!: r i;anu•di:uelc u!u>n rr•cci!,i rrf thr lender"s decision. If Seller is to pay any loan closing costs, those costs
efforts to secure such commitment and
are as follows: —
(b) The Buyer must be able to assume the unpaid principal balance of the existing loan described in paragraph 3(b) above for the remainder of the
loan term, at an interest rate not to exceed % per annum Fixed (or describe type of loan)
of the lbalance. (See Standard Provision No. 2). If such assumption
with mortgage loan assumption and/or discount points not to exceed % loan Buyer agrees to use his best efforts to
requires the lender's approval, approval must be granted on or before
of the lender's decision. If Seller is to pay any loan assumption costs, those costs
secure such approval and to advise Seller immediately upon his receipt
are as follows:
for
(c) There must be no restriction, easement, zoning or other governmental regulation that would prevent the reasonable use of the real proppurposes.
5. ASSESSMENTS: Seller warrants that there are no special assessments, either pending or confirmed, for sidewalk, paving, water, sewer or
other improvements on or adjoining the Property, except as follows:
none (loser[ "None" or the identification of such assessments, if any. The agreement
for payment or proration of any assessments indicated is to be set forth in paragraph 6 below.)
r3. OTHER PROVISIONS AND CONDITIONS:
(ai All of the Standard Provisions on the REVERSE SIDE HEREOF are understood and shall apply to this instrument, except the following numbered
11
Standard Provisions shall be deleted: (If none are to be deleted, state "None".) 2 " 9
Subject to discharge permit to creek on edge of property by di.visio 'of Cnvitonment'al
management.
I1 THERE ARE ANY ADDENDA TO -yiIIS CONTFACT, INDICATE ABOVE AND ATTACH HERETO.
7. CLOSING: All parties agree to execute ary and all documents and papers necessary in connection with closing and transfer of title on or
before June 1 1993 , at a place designated by- Rintpr
The deed is to be made to F i 1 aan Marne
S. POSSESSIQN: Possession shall be delivered At rl nci n_g
er da from
In the event that Buyer has agreed that possession is not delivered at closing, then Seller agrees to pay to Buyer the sum of $ p. y._ .
and including the date of closing to and including the date that possession is to be delivered as above set forth.
9. COUNTERPARTS: This offer shall become a binding contract when signed by both Buyer and Seller. It is to be signed in
counterparts si ed nterpart being retained by each party hereto and the escrow agent, if any.
Date of Acceptance:
Date of Offe . - r
Seller + t ul �h ' " ' (SEAL)
Buy
(SEAL)
47 "luyer SEAL) Seller
erein set forth and agree to hold and disburse the same in accordance with the terms hereof.
I hereby acknowledge receipt of the earnest mneY h
,)ate Firm
By:
Name of Selling Agent/Finn
Name of I.isting Agent/ Firm -
REALTOR"'
Form has been NORTH CAROLINA BAR ASSOCIATION Standard Form No. 2
This Standard NO^TH CAROLINA ASSOCIATION OF REALTORS", INC. CopyrightQ4 1987
approvedjointly by the:

Mrs. Vivian D. McCrary
202 Huffmaster Street
Rogersville, TN 37857
May 4, 1993
In'ater Quality Section
KC Dept. of Environment, Health
and Natural Resources ,
59 Woodfin Place
Asheville, NC 28801
Re: Being a portion of that property recorded in Deed Book 611 at Page
353 and being .98 acres as shown on plat by Bill Bradley dated Job 92-98.
Dear Sir/Madam,
Vilv.ian D. McCrary, OdAer
TENNESSEE
COUNTY OF HAWKINS
I, STACY L. HICKMAN _
County and State, do hereby certifythat Vivian
a Notary Public so said
at �i�i�� D. McCrary, personally
appeared before me this day and acknowledged the due execution of the
foregoing instrument.
WITNESS my hand and notarial
My Commission expires: Qk-aa:�&